{"id":42,"date":"2014-03-20T09:43:42","date_gmt":"2014-03-20T08:43:42","guid":{"rendered":"https:\/\/lgciesitebohr.olympe.in\/wordpress\/?page_id=42"},"modified":"2025-06-03T13:54:57","modified_gmt":"2025-06-03T12:54:57","slug":"publications","status":"publish","type":"page","link":"https:\/\/lmc2.univ-lyon1.fr\/?page_id=42","title":{"rendered":"Publications"},"content":{"rendered":"\n\n

Liste des publications (jusqu’en 2024) des membres du laboratoire dans des journaux internationaux \u00e0 comit\u00e9 de lecture (ACL).<\/p>\n

Utiliser l’onglet recherche du tableau pour un auteur ou mot cl\u00e9.<\/p>\n\n\n\n\n\n\n

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Id<\/th>Authors<\/th>Title<\/em><\/th>Journal<\/th>Year<\/th>Volume<\/th>Issue<\/th>DOI<\/th>\n<\/tr>\n<\/thead>\n
205<\/td>BARDOUH R., HOMORO O., REBOUL N., SAIDI M., AMZIANE S.<\/td>Enhancing bio-based concrete mechanical properties: a novel approach with composite sandwiches and confined cylinders<\/td>Materials and structures<\/td>2024<\/td>57<\/td>139<\/td>http:\/\/doi.org\/10.1617\/s11527-024-02400-3<\/a><\/td>\n<\/tr>\n
204<\/td>SLEIMAN E.,\u00a0FERRIER E.,\u00a0MICHEL L.,\u00a0SAIDI M.<\/td>Seismic behavior of masonry-infilled reinforced concrete frames strengthened using ultra-high performance concrete diagonal strips<\/td>Structures<\/td>2024<\/td>59<\/td>105790<\/td>http:\/\/doi.org\/10.1016\/j.istruc.2023.105790<\/a><\/td>\n<\/tr>\n
203<\/td>ARMONICO A., MICHEL L., SAIDI M., FERRIER E.<\/td>Experimental Study on the Effect of Steel Reinforcement Ration on the Cracking Behaviour of FRP-Strengthened RC Elements<\/td>Buildings<\/td>2024<\/td>14<\/td>950<\/td>http:\/\/doi.org\/10.3390\/buildings14040950<\/a><\/td>\n<\/tr>\n
202<\/td>JOSSELIN M., DI CESARE N., CASTRO M., COLINART T., SCARPA F., LE DUIGOU A.<\/td>Hygro-thermal coupling on 4D-printed biocomposites as key for meteosensitive shape-changing materials<\/td>Virtual and Physical Prototyping<\/td>2024<\/td>19<\/td><\/td>https:\/\/doi.org\/10.1080\/17452759.2024.2335233<\/a><\/td>\n<\/tr>\n
201<\/td>JURKIEWIEZ B., DARWICH H., GRAZIDE C.<\/td>Behaviour of GFRP-timber beams in torsion and bending, Engineering Structures<\/td>Engineering Structures<\/td>2024<\/td>321<\/td><\/td><\/td>\n<\/tr>\n
200<\/td>Sleiman, E., Ferrier, E., Michel, L., Gerges, N.<\/td>In-Plane Shear Strengthening of Masonry Wallettes Using Ultra-High Performance Concrete Precast Plates<\/td>International Journal of Civil Engineering<\/td>2024<\/td><\/td><\/td><\/td>\n<\/tr>\n
199<\/td>Armonico, A., Michel, L., Saidi, M., Ferrier, E.<\/td>Experimental Study on the Effect of Steel Reinforcement Ration on the Cracking Behaviour of FRP-Strengthened RC Elements<\/td>Building<\/td>2024<\/td><\/td><\/td><\/td>\n<\/tr>\n
198<\/td>Sleiman, E., Ferrier, E., Michel, L., Saidi, M.<\/td>Seismic behavior of masonry-infilled reinforced concrete frames strengthened using ultra-high performance concrete diagonal strips<\/td>Structures<\/td>2024<\/td><\/td><\/td><\/td>\n<\/tr>\n
197<\/td>Ben-dahou, A., Ferrier, E., Gabor, A., … Poissonnet, C., Dolo, J.-M.<\/td>Influence of rebar couplers on the cracking behavior of reinforced concrete beams<\/td>Nuclear Engineering and Design<\/td>2024<\/td><\/td><\/td><\/td>\n<\/tr>\n
196<\/td>Hong H., Baranger T.N.<\/td>Identification of Bimodular Material Parameters via a Semi\u2010Closed Form Solution of the Brazilian Test<\/td>Experimental Mechanics<\/td>2024<\/td>V64 N\u00b06<\/td><\/td>https:\/\/doi.org\/10.1007\/s11340-024-01058-w<\/a><\/td>\n<\/tr>\n
195<\/td>Xuan Bang Nguyen, Manh Tien Tran, Xuan Hong Vu, Emmanuel Ferrier<\/td>Effect of the reinforcement ratio on the mechanical behaviour of textile-reinforced concrete composite: Experiment and numerical modelling<\/td><\/td>2024<\/td>vol. 14, no. 1, <\/td><\/td>https:\/\/doi.org\/10.1515\/eng-2024-0086<\/a><\/td>\n<\/tr>\n
194<\/td>Chen X., Conciatori D., Sanchez T., Sorelli L., Selma B., Mohamed C.<\/td>Numerical modeling of multi-ionic transport with\/without electrical field applied in sound and microcracked ordinary and ultra-high-performance fiber-reinforced concrete<\/td>Archives of civil and mechanical engineering<\/td>2023<\/td>23<\/td><\/td>http:\/\/doi.org\/10.1007\/s43452-023-00765-w<\/a><\/td>\n<\/tr>\n
193<\/td>Tran H., Sorelli L., Bouchard D., Brial V., Sanchez T., Conciatori D., Ouellet-Plamondon C.<\/td>Development of sustainable ultra-high performance concrete recycling aluminum production waste<\/td>Construction and Building Materials<\/td>2023<\/td>371<\/td><\/td>http:\/\/doi.org\/10.1016\/j.conbuildmat.2022.130212<\/a><\/td>\n<\/tr>\n
192<\/td>Turgeon-Malette V., Chen X., Bah A. S., Conciatori D., Sanchez T., Teguedy M. C., Sorelli L.<\/td>Chloride ion permeability of Ultra-high-performance fiber-reinforced concrete under sustained load<\/td>Journal of Building Engineering<\/td>2023<\/td>66<\/td><\/td>http:\/\/doi.org\/10.1016\/j.jobe.2023.105842<\/a><\/td>\n<\/tr>\n
191<\/td>Giuseppe Ferrara, Laurent Michel, Emmanuel Ferrier, <\/td>Flexural behaviour of timber-concrete composite floor systems linearly supported at two edges<\/td>Engineering Structures<\/td>2023<\/td><\/td><\/td><\/td>\n<\/tr>\n
190<\/td>Seyed Mohammad Hosseini, Salaheldin Mousa, Hamdy M. Mohamed, Emmanuel Ferrier, Brahim Benmokrane<\/td>Experimental and analytical investigation of precast fiber-reinforced concrete (FRC) tunnel lining segments reinforced with glass-FRP bars<\/td>Tunnelling and Underground Space Technology<\/td>2023<\/td><\/td><\/td><\/td>\n<\/tr>\n
189<\/td>TRAN M.T., VU X. H., Ferrier\u00a0 E. <\/td>Effect of parameters on the tensile behaviour of
\ntextile-reinforced concrete composite: A numerical approach<\/td>		Advances in Concrete Construction<\/td>2023<\/td><\/td><\/td><\/td>\n<\/tr>\n
188<\/td>Guzman-Maldonado E., Bel S., Bloom D., Fideu P., Boisse P<\/td>Experimental and numerical analyses of the mechanical behavior during draping of non-orthogonal bi-axial non-crimp fabric composit reinforcements<\/em><\/td>Materials & Design<\/td>2022<\/td>218<\/td><\/td><\/td>\n<\/tr>\n
187<\/td>Meriggi P., Caggegi C., Gabor A., de Felice G.<\/td>Shear-compression tests on stone masonry walls strengthened with basalt textile reinforced mortar (TRM)<\/em><\/td>Construction and Building Materials<\/td>2022<\/td>316<\/td>125804<\/td><\/td>\n<\/tr>\n
186<\/td>TONDUT J., OLLIER C., DI CESARE N., ROUX J. C., RONEL S.<\/td>An automatic kriging machine learning method to calibrate meta-heuristic algorithms for solving optimization problems<\/td>Engineering Applications of Artificial Intelligence<\/td>2022<\/td>113<\/td>\u00a0<\/td>http:\/\/doi.org\/10.1016\/j.engappai.2022.104940<\/a><\/td>\n<\/tr>\n
185<\/td>SAIDI M., REBOUL N., GABOR A.<\/td>Analysis of bond behaviour of textile-reinforced cement (TRC) applied to masonry using distributed fibre optic sensors and acoustic emission<\/td>Composites Part B: Engineering<\/td>2022<\/td>247<\/td><\/td>http:\/\/doi.org\/10.1016\/j.compositesb.2022.110327<\/a><\/td>\n<\/tr>\n
184<\/td>SAIDI M., MICHEL M., GABOR A.<\/td>Analysis of early-age behaviour of textile-reinforced cementitious matrix composites (TRC) using different measurements techniques<\/td>Measurement – Journal of the International Measurement Confederation (IMEKO)<\/td>2022<\/td>187<\/td>\u00a0<\/td>http:\/\/doi.org\/10.1016\/j.measurement.2021.110365<\/a><\/td>\n<\/tr>\n
183<\/td>Bah A., Sanchez T., Zhang Y., Sasai K., Conciatori D., Chouinard L., Power G., Zufferey N.<\/td>Assessing the condition state of a concrete bridge combining visual inspection and nonlinear deterioration model<\/td>Structure and Infrastructure Engineering<\/td>2022<\/td>20<\/td><\/td>http:\/\/doi.org\/10.1080\/15732479.2022.2081987<\/a><\/td>\n<\/tr>\n
182<\/td>Chen X., Sanchez T., Conciatori D., Chaouki H., Sorelli L., Selma B., Chekired M.<\/td>Numerical modeling of 2D hygro-thermal transport in unsaturated concrete with capillary suction<\/td>Journal of Building Engineering<\/td>2022<\/td>45<\/td><\/td>http:\/\/doi.org\/10.1016\/j.jobe.2021.103640<\/a><\/td>\n<\/tr>\n
181<\/td>Sanchez T., Conciatori D., Keserle G. C.<\/td>Influence of the type of the de-icing salt on its diffusion properties in cementitious materials at different temperatures<\/td>Cement and Concrete Composites<\/td>2022<\/td>128<\/td><\/td>http:\/\/doi.org\/10.1016\/j.cemconcomp.2022.104439<\/a><\/td>\n<\/tr>\n
180<\/td>Ferrara, G., Helson, O.,Michel, L., Ferrier, E. <\/td>Mechanical Characterisation of GFRP Frame and Beam-to-Column Joints Including Steel Plate Fastened Connections Materials<\/td>Building<\/td>2022<\/td><\/td><\/td><\/u><\/td>\n<\/tr>\n
179<\/td>Michel, L., Ferrier, E. <\/td>Efficiency of prestressed concrete joist reinforced by CFRP: Experimentation and analytical verification<\/td>Structural Concrete<\/td>2022<\/td><\/td><\/td><\/u><\/td>\n<\/tr>\n
178<\/td>Baranger T.N., Ben Belgacem F.<\/td>Data Recovery from Cauchy Measurements in Transient Heat Transfer<\/td>Journal Of Mathematical Study<\/td>2022<\/td>V55 N\u00b01<\/td><\/td><\/u><\/td>\n<\/tr>\n
177<\/td>Homoro O., Michel M., Baranger \u00a0T. N.<\/td>Improvement of the mechanical properties of a glass multifilament yarn reinforced ettringitic matrix using an innovative pre-impregnation process<\/td>European Journal of Environmental and Civil Engineering<\/td>2022<\/td>26(5)<\/td><\/td><\/u><\/td>\n<\/tr>\n
176<\/td>TONDUT J., DI CESARE N., RONEL S.<\/td>Artificially smart optimization of crash cushion device sustained by experimental and numerical study of re-entrant auxetic honeycomb<\/td>International Journal of Crashworthiness<\/td>2022<\/td>\u00a0<\/td>\u00a0<\/td>http:\/\/doi.org\/10.1080\/13588265.2022.2134690<\/a><\/td>\n<\/tr>\n
175<\/td>Jurkiewiez B., Durif S., Bouchair A., Grazide C.<\/td>Experimental and analytical study of hybrid steel-timber beams in bending<\/em><\/td>Structures<\/td>2022<\/td>39<\/td><\/td><\/td>\n<\/tr>\n
174<\/td>Chalot A., Roy N., Michel L., Ferrier E.<\/td>Mechanical behavior of a full-scale RC wall-slab connection reinforced with frp under cyclic loading<\/em><\/td>Engineering Structures<\/td>2021<\/td>239<\/td>112146<\/td><\/td>\n<\/tr>\n
173<\/td>Ferrier E., Michel L., Ngo M.D.<\/td>Experimental study on the shear behavior of RC beams reinforced by natural composite materials (flax fibers)<\/em><\/td>Structures<\/td>2021<\/td>33<\/td><\/td><\/td>\n<\/tr>\n
172<\/td>Saidi M., Michel M., Gabor A., <\/td>Analysis of early-age behaviour of textile-reinforced cementitious matrix composites (TRC) using different measurements techniques<\/em><\/td>Measurement<\/td>2021<\/td><\/td><\/td><\/td>\n<\/tr>\n
171<\/td>Reboul N., Saidi M., Gabor A., <\/td>Using acoustic emission to assess the tensile behaviour of textile reinforced cementitious (TRC) matrix composites<\/em><\/td>Construction and Building Materials<\/td>2021<\/td>310<\/td><\/td><\/td>\n<\/tr>\n
170<\/td>Saidi M., Reboul N., Gabor A., <\/td>Cyclic behaviour of textile-reinforced cementitious matrix composites (TRC) using distributed fibre optic sensors technology<\/em><\/td>Composite Part A<\/td>2021<\/td>149<\/td><\/td><\/td>\n<\/tr>\n
169<\/td>Jurkiewiez B.,Tout F., Ferrier E <\/td>Push-out and bending tests of steel-concrete adhesively bonded composite elements<\/em><\/td>Engineering Structures<\/td>2021<\/td>231<\/td>111717<\/td><\/td>\n<\/tr>\n
168<\/td>Douk N., Vu X.H., Si Larbi A., Audebert M., Chatelin R<\/td>Numerical study of thermomechanical behaviour of reinforced concrete beams with and without textile reinforced concrete (TRC) strengthening: effects of TRC thickness and thermal loading rate<\/em><\/td>Engineering Structures<\/td>2021<\/td>231<\/td>111737<\/td><\/td>\n<\/tr>\n
167<\/td>Tran M.T., Vu X.H., Ferrier E.<\/td>Experimental and numerical investigation of carbon textile\/cementitious matrix interface behaviour from pull-out test<\/em><\/td>Construction and Building Materials<\/td>2021<\/td>282<\/td>122634<\/td><\/td>\n<\/tr>\n
166<\/td>Ferrara G., Caggegi C., Martinelli E., Gabor A.<\/td>Shear capacity of masonry walls externally strengthened using Flax-TRM composite systems: experimental tests and comparative assessment<\/em><\/td>Construction and Building Materials<\/td>2020<\/td>261<\/td><\/td><\/td>\n<\/tr>\n
165<\/td>Tlaiji T., Vu X.H., Michel M., Ferrier E., Larbi A.S.<\/td>Physical, chemical and thermomechanical characterisation of glass textile-reinforced concretes (TRC): Effect of elevated temperature and of cementitious matrix nature on properties of TRC<\/em><\/td>Materials Today Communications<\/td>2020<\/td>25<\/td><\/td><\/td>\n<\/tr>\n
164<\/td>Reboul N., Grazide C., Roy N., Ferrier E.<\/td>Acoustic emission monitoring of reinforced concrete wall-slab connections<\/em><\/td>Construction and Building Materials<\/td>2020<\/td>259<\/td><\/td><\/td>\n<\/tr>\n
163<\/td>Tran M.T., Vu X.H., Ferrier E.<\/td>Mesoscale numerical modeling and characterization of the effect of reinforcement textile on the elevated temperature and tensile behaviour of carbon textile-reinforced concrete composite<\/em><\/td>Fire Safety Journal<\/td>2020<\/td>116<\/td><\/td><\/td>\n<\/tr>\n
162<\/td>Salama A.E., Hassan M., Benmokrane B., Ferrier E.<\/td>Modified strip model for punching-shear strength of FRP-reinforced concrete edge\u2013column slab connections<\/em><\/td>Engineering Structures<\/td>2020<\/td>216<\/td><\/td><\/td>\n<\/tr>\n
161<\/td>Djama K., Michel L., Ferrier E., Gabor A.<\/td>Numerical modelling of a truss core sandwich panel: Influence of the connectors\u2019 geometry and mechanical parameters on the mechanical response<\/em><\/td>Engineering Structures<\/td>2020<\/td>245<\/td><\/td><\/td>\n<\/tr>\n
160<\/td>Augeard E., Ferrier E., Michel L.<\/td>Mechanical behavior of timber-concrete composite members under cyclic loading and creep<\/em><\/td>Engineering Structures<\/td>2020<\/td>210<\/td><\/td><\/td>\n<\/tr>\n
159<\/td>Eladawy M., Hassan M., Benmokrane B., Ferrier E.<\/td>Lateral cyclic behavior of interior two-way concrete slab\u2013column connections reinforced with GFRP bars<\/em><\/td>Engineering Structures<\/td>2020<\/td>209<\/td><\/td><\/td>\n<\/tr>\n
158<\/td>Grazide C., Ferrier E., Michel L.<\/td>Rehabilitation of reinforced concrete structures using FRP and wood<\/em><\/td>Construction and Building Materials<\/td>2020<\/td>234<\/td><\/td><\/td>\n<\/tr>\n
157<\/td>Bui T.-T., Limam A., Nana W.-S.-A., Ferrier E., Bost M., Bui Q.-B.<\/td>Evaluation of one-way shear behaviour of reinforced concrete slabs: experimental and numerical analysis<\/em><\/td>European Journal of Environmental and Civil Engineering<\/td>2020<\/td>24<\/td>2<\/td><\/td>\n<\/tr>\n
156<\/td>O. Homoro, M. Michel, T. N. Baranger <\/td>Dry mineral pre-impregnation for enhancing the properties of glass FRCM composites<\/em><\/td>Construction and Building Materials<\/td>2020<\/td>263<\/td><\/td><\/td>\n<\/tr>\n
155<\/td>Saidi M., Gabor A., <\/td>Experimental analysis and analytical modelling of the textile\/matrix interface shear stress in textile reinforced cementitious matrix composites<\/em><\/td>Composite Part A<\/td>2020<\/td>135<\/td><\/td><\/td>\n<\/tr>\n
154<\/td>Saidi M.,\u00a0VU X.\u00a0H., Ferrier E.,<\/td>Experimental and analytical analysis of the effect of water content on the thermomechanical behaviour of glass textile reinforced concrete at elevated temperatures<\/em><\/td>Cement and Concrete Composite<\/td>2020<\/td>112<\/td><\/td><\/td>\n<\/tr>\n
153<\/td>Colin D., Bel S., Hans T., Hartmann M., Drechsler K<\/td>Virtual description of Non-Crimp Fabrics at the Scale of Filaments Including Orientation Variability in the Fibrous Layers.<\/em><\/td>Applied Composite Materials<\/td>2020<\/td><\/td><\/td><\/td>\n<\/tr>\n
152<\/td>Saidi M., Gabor A., <\/td>Experimental measurement of load-transfer length in textile-reinforced cementitious matrix composites using distributed optical fibres<\/em><\/td>European Journal of Environmental and Civil Engineering<\/td>2020<\/td>35<\/td><\/td><\/td>\n<\/tr>\n
151<\/td>Saidi M., Gabor A., <\/td>Iterative analytical modelling of the global behaviour of textile-reinforced cementitious matrix composites subjected to tensile loading<\/em><\/td>Construction and Building Materials<\/td>2020<\/td>263<\/td><\/td><\/td>\n<\/tr>\n
150<\/td>O. Homoro, M. Michel, T. N. Baranger <\/td>Improvement of the mechanical properties of a glass multifilament yarn reinforced ettringitic matrix using an innovative pre-impregnation process<\/em><\/td>European Journal of Environmental and Civil Engineering<\/td>2020<\/td><\/td><\/td><\/td>\n<\/tr>\n
149<\/td>Alachek I., Reboul N., Jurkiewiez B. <\/td>Experimental and finite element analysis of push-out shear test for adhesive joints between pultruded GFRP and concrete <\/em><\/td>International Journal of Adhesion and Adhesives <\/td>2020<\/td>98<\/td><\/td><\/td>\n<\/tr>\n
148<\/td>Saidi M., Gabor A., <\/td>Adaptation of the strain measurement in textile reinforced cementitious matrix composites by distributed optical fibre and 2D digital image correlation<\/em><\/td>Strain<\/td>2020<\/td><\/td><\/td><\/td>\n<\/tr>\n
147<\/td>Saidi M., Gabor A., <\/td>Experimental analysis of the tensile behaviour of textile reinforced cementitious matrix composites using distributed fibre optic sensing (DFOS) technology<\/em><\/td>Construction and Building Materials<\/td>2020<\/td>230<\/td><\/td><\/td>\n<\/tr>\n
146<\/td>Michel M., Ferrier E.<\/td>Effect of curing temperature conditions on glass transition temperature values of epoxy polymer used for wet lay-up applications<\/em><\/td>Construction and Building Materials<\/td>2020<\/td>231<\/td><\/td><\/td>\n<\/tr>\n
145<\/td>Lee A.T, Michel M., Ferrier E., Benmokrane B.<\/td>Influence of curing conditions on mechanical behaviour of glued joints of carbon fibre-reinforced polymer composite\/concrete<\/em><\/td>Construction and Building Materials<\/td>2019<\/td>227<\/td><\/td><\/td>\n<\/tr>\n
144<\/td>Chalot A., Michel L., Ferrier E.<\/td>Experimental study of external bonded CFRP-concrete interface under low cycle fatigue loading<\/em><\/td>Composites Part B: Engineering<\/td>2019<\/td>1077<\/td><\/td><\/td>\n<\/tr>\n
143<\/td>Djama K., Michel L., Gabor A.<\/td>Mechanical behaviour of a sandwich panel composed of hybrid skins and novel glass fibre reinforced polymer truss core<\/em><\/td>Composite structures<\/td>2019<\/td>215<\/td><\/td><\/td>\n<\/tr>\n
142<\/td>Hallonet A., Ferrier E., Michel L., Benmokrane B.<\/td>Durability and tensile characterization of wet lay-up flax\/epoxy composites used for external strengthening of RC structures<\/em><\/td>Construction and Building Materials<\/td>2019<\/td>205<\/td><\/td><\/td>\n<\/tr>\n
141<\/td>Qazi S., Michel L., Ferrier E.<\/td>Seismic behaviour of RC short shear wall strengthened with externally bonded CFRP strips<\/em><\/td>Composite structures<\/td>2019<\/td>211<\/td><\/td><\/td>\n<\/tr>\n
140<\/td>Titirla M.D., Michel L., Ferrier E.<\/td>Innovative connections between hybrid floor panels and timber columns able to reduce the deflection of the panel’s big span<\/em><\/td>COMPDYN Proceedings<\/td>2019<\/td>1<\/td><\/td><\/td>\n<\/tr>\n
139<\/td>Ferrara G., Caggegi C., Gabor A., Martinelli.<\/td>Experimental Study on the Adhesion of Basalt Textile Reinforced Mortars (TRM) to Clay Brick Masonry: The Influence of Textile Density<\/em><\/td>Fibers<\/td>2019<\/td>7<\/td><\/td><\/td>\n<\/tr>\n
138<\/td>Manh T.T., Vu X.H., Ferrier E. (Edited by Makhlouf A., Aliofkhazraei M.)<\/td>Book chapter 12. Treatment effect on failure mode of industrial carbon textile at elevated temperature<\/em><\/td>Handbook of Materials Failure Analysis with Case Studies from the Electronics and Textile Industries<\/td>2019<\/td>1st<\/td><\/td><\/td>\n<\/tr>\n
137<\/td>Titirla M. and Aretoulis G., <\/td>Neural network models for actual duration of Greek highway projects<\/em><\/td>Journal of Engineering, Design and Technology<\/td>2019<\/td>17<\/td>6<\/td><\/td>\n<\/tr>\n
136<\/td>Jurkiewiez B., Koaik A., Bel S., <\/td>Static behaviour up to failure of a full-scale GFRP-concrete hybrid<\/em><\/td>Engineering Structures<\/td>2019<\/td>199<\/td><\/td><\/td>\n<\/tr>\n
<\/td><\/td>footbridge<\/em><\/td><\/td><\/td><\/td><\/td><\/td>\n<\/tr>\n
135<\/td>Nguyen P.L., Vu X.H., Ferrier E. <\/td>Elevated temperature thermomechanical behaviour of near surface mounted CFRP reinforced concrete specimens: effect of adhesive at concrete\/CFRP interface<\/em><\/td>Engineering Structures<\/td>2019<\/td>197<\/td>109361<\/td><\/td>\n<\/tr>\n
134<\/td>Saidi M., Gabor A., <\/td>Use of distributed optical fibre as a strain sensor in textile reinforced cementitious matrix composites<\/em><\/td>Measurement<\/td>2019<\/td>140<\/td><\/td><\/td>\n<\/tr>\n
133<\/td>Manh T.T., Vu X.H., Ferrier E. <\/td>Mesoscale experimental investigation of thermomechanical behaviour of the carbon textile reinforced refractory concrete under simultaneous mechanical loading and elevated temperature<\/em><\/td>Construction and Building Materials <\/td>2019<\/td>217<\/td><\/td><\/td>\n<\/tr>\n
132<\/td>O. Homoro, M. Michel, T. N. Baranger <\/td>Pull-out response of glass yarn from ettringite matrix: Effect of pre-impregnation and embedded length<\/em><\/td>Composites Science and Technology<\/td>2019<\/td>170<\/td><\/td><\/td>\n<\/tr>\n
131<\/td>Nguyen P.L., Vu X.H., Ferrier E. <\/td>Thermo-mechanical performance of Carbon Fiber Reinforced Polymer (CFRP), with and without fire protection material, Under combined elevated temperature and mechanical loading conditions<\/em><\/td>Composites Part B <\/td>2019<\/td>169<\/td><\/td><\/td>\n<\/tr>\n
130<\/td>Titirla M., Michel L., Ferrier E. <\/td>Mechanical behaviour of glued-in rods (carbon and glass fibre-reinforced polymers) for timber structures\u2014An analytical and experimental study<\/em><\/td>Composite structures<\/td>2019<\/td>208<\/td><\/td><\/td>\n<\/tr>\n
129<\/td>Alachek I., Reboul N., Jurkiewiez B. <\/td>Experimental and finite element analysis of the long-term behaviour of GFRP-concrete hybrid beams fabricated using adhesive bonding<\/em><\/td>Composites Structures<\/td>2019<\/td>207<\/td><\/td><\/td>\n<\/tr>\n
128<\/td>Homoro O., Vu X.H., Ferrier E.<\/td>Experimental and analytical study of the thermo-mechanical behaviour of textile-reinforced concrete (TRC) at elevated temperatures: role of discontinuous short glass fibres<\/em><\/td>Construction and Building Materials<\/td>2018<\/td>190<\/td><\/td><\/td>\n<\/tr>\n
127<\/td>Augeard E., Michel L., Ferrier E.<\/td>Experimental and analytical study of the mechanical behavior of heterogeneous glulam\u2013concrete beams and panels assembled by a specific treatment of wood<\/em><\/td>Construction and Building Materials<\/td>2018<\/td>191<\/td><\/td><\/td>\n<\/tr>\n
126<\/td>Le Nguyen K., Brun M., Limam A., Ferrier E.<\/td>Approaches to determine the ultimate strength and failure mechanisms of RC short columns retrofitted by FRP<\/em><\/td>European Journal of Environmental and Civil Engineering<\/td>2018<\/td>22<\/td>11<\/td><\/td>\n<\/tr>\n
125<\/td>Caggegi C., Sciuto D., Cuomo M.<\/td>Experimental study on effective bond length of basalt textile reinforced mortar strengthening system: contribution of digital image correlation<\/em><\/td>Measurement<\/td>2018<\/td>129<\/td><\/td><\/td>\n<\/tr>\n
124<\/td>de Felice G, Aiello MA, Caggegi C, et al.<\/td>Reccomendation of RILEM Technical Committee 250-CSM: Test method for Textile Reinforced Mortar to substrate bond characterization<\/em><\/td>Materials and Structures<\/td>2018<\/td><\/td><\/td><\/td>\n<\/tr>\n
123<\/td>Titirla M., Papadopoulos P., Doudoumis I.<\/td>Finite Element modelling of an innovative passive energy dissipation device for seismic hazard mitigation<\/em><\/td>Engineering Structures<\/td>2018<\/td>168<\/td><\/td><\/td>\n<\/tr>\n
122<\/td>Zuccaro G., De Gregorio D., Titirla M., Modano M., Rosati L.<\/td>On the simulation of the seismic energy transmission mechanisms<\/em><\/td>International Journal of Earthquake Engineering<\/td>2018<\/td>1<\/td><\/td><\/td>\n<\/tr>\n
121<\/td>Mousa S., Mohamed H.M., Benmokrane B., Ferrier E.<\/td>Flexural behavior of full-scale circular concrete members reinforced with basalt FRP bars and spirals: Tests and theoretical studies<\/em><\/td>Composite Structures<\/td>2018<\/td>203<\/td><\/td><\/td>\n<\/tr>\n
120<\/td> Confrere A., Ferrier E., Michel L., Chanvillard G.<\/td>Boundary condition effects on RC frames internally reinforced by FRP bars<\/em><\/td>Structural Concrete<\/td>2018<\/td>19<\/td>2<\/td><\/td>\n<\/tr>\n
119<\/td>Tlaiji T., Vu X.H., Ferrier E., Si Larbi A. <\/td>Thermomechanical behaviour and residual properties of textile reinforced concrete (TRC) subjected to elevated and high temperature loading: experimental and comparative study<\/em><\/td>Composites Part B <\/td>2018<\/td>144<\/td><\/td><\/td>\n<\/tr>\n
118<\/td>Tran M.T., Vu X.H., Ferrier E. <\/td>Experimental and analytical analysis of the effect of fibre treatment on the thermomechanical behaviour of continuous carbon textile subjected to simultaneous elevated temperature and uniaxial tensile loadings<\/em><\/td>Construction and Building Materials<\/td>2018<\/td>183<\/td><\/td><\/td>\n<\/tr>\n
117<\/td>Nguyen P.L., Vu X.H., Ferrier E. <\/td>Elevated temperature behviour of carbon fibre-reinforced polymer applied by hand lay-up (M-CFRP) under simultaneous thermal and mechanical loadings: Experimental and analytical investigation<\/em><\/td>Fire Safety Journal <\/td>2018<\/td>100<\/td><\/td><\/td>\n<\/tr>\n
116<\/td>Alachek I., Reboul N., Jurkiewiez B. <\/td>Bond strength\u2019s degradation of GFRP-concrete elements under aggressive exposure conditions<\/em><\/td>Construction and Building Materials<\/td>2018<\/td>179<\/td><\/td><\/td>\n<\/tr>\n
115<\/td>Nguyen P.L., Vu X.H., Ferrier E. <\/td>Characterization of pultruded carbon fibre reinforced polymer (P-CFRP) under two elevated temperature-mechanical load cases: Residual and thermo-mechanical regimes<\/em><\/td>Construction and Building Materials<\/td>2018<\/td>165<\/td><\/td><\/td>\n<\/tr>\n
114<\/td>Reboul N., Si Larbi A., Ferrier E.<\/td>Two-way bending behaviour of hollow concrete block masonry walls reinforced by composite materials<\/em><\/td>Composites Part B: Engineering<\/td>2018<\/td>137<\/td><\/td><\/td>\n<\/tr>\n
113<\/td>Reboul N., Mesticou Z., Si Larbi A., Ferrier E. <\/td>Experimental study of the in-plane cyclic behaviour of masonry walls strengthened by composite materials <\/em><\/td>Construction and Building Materials<\/td>2018<\/td>164<\/td><\/td><\/td>\n<\/tr>\n
112<\/td>Grazide C., Coureau J-L., Cointe A., Morel S.<\/td>Mechanical performance curves for the strength grading of maritime pine<\/em><\/td>European Journal of Wood and Wood Products<\/td>2017<\/td><\/td><\/td><\/td>\n<\/tr>\n
111<\/td>Bui T.-T., Limam A., Nana W.-S.-A., (…), Bost M., Bui Q.-B. <\/td>Evaluation of one-way shear behaviour of reinforced concrete slabs: experimental and numerical analysis<\/em><\/td>European Journal of Environmental and Civil Engineering<\/td>2017<\/td><\/td><\/td><\/td>\n<\/tr>\n
110<\/td>Truong B.T, Bui T.T., Limam A., Si Larbi A., Le Nguyen K., Michel M.<\/td>Experimental investigations of reinforced concrete beams repaired\/reinforced by TRC composites<\/em><\/td>Composite Structures<\/td>2017<\/td>168<\/td><\/td><\/td>\n<\/tr>\n
109<\/td>Kong K., Mesticou Z., Michel M., Si Larbi A., Junes A.<\/td>Comparative characterization of the durability behaviour of textilereinforced<\/em><\/td>Composite Structures<\/td>2017<\/td>179<\/td><\/td><\/td>\n<\/tr>\n
<\/td><\/td>concrete (TRC) under tension and bending<\/em><\/td><\/td><\/td><\/td><\/td><\/td>\n<\/tr>\n
108<\/td>Caggegi C, Lanoye E, Djama K, Bassil A, Gabor A,<\/td>Tensile behavior of a basalt TRM strengthening system\u00a0: Influence of mortar and reinforcing textile ratios<\/em><\/td>Composites Part B: Engineering<\/td>2017<\/td>130<\/td><\/td><\/td>\n<\/tr>\n
107<\/td>Koaik A., Bel S., Jurkiewiez B.<\/td>Experimental tests and analytical model of concrete-GFRP hybrid beams<\/em><\/td>Composite Structures<\/td>2017<\/td>180<\/td><\/td><\/td>\n<\/tr>\n
<\/td><\/td>under flexure<\/em><\/td><\/td><\/td><\/td><\/td><\/td>\n<\/tr>\n
106<\/td>Lignola GP, Caggegi C, Ceroni F, De Santis S, Krajewski P, Louren\u00e7o PB, Morganti M, Papanicolaou CG, Pellegrino C, Prota A, Zuccarino L. <\/td>Performance assessment of basalt FRCM for retrofit applications on masonry.<\/em><\/td>Composites Part B: Engineering<\/td>2017<\/td>128<\/td><\/td><\/td>\n<\/tr>\n
105<\/td>Carozzi F.G., Bellini A., D’Antino T., de Felice G, Focacci F., Hojdys L., Laghi L., Lanoye E., Micelli F., Panizza M., Poggi C. <\/td>Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements<\/em><\/td>Composites Part B: Engineering<\/td>2017<\/td>128<\/td><\/td><\/td>\n<\/tr>\n
104<\/td>Caggegi C, Carozzi FG, De Santis S, Fabbrocino F, Focacci F, Hojdys L, Lanoye E, Zuccarino L.<\/td>Experimental analysis on tensile and bond properties of PBO and Aramid fabric reinforced cementitious matrix for strengthening masonry structures<\/em><\/td>Composites Part B: Engineering<\/td>2017<\/td>127<\/td><\/td><\/td>\n<\/tr>\n
103<\/td>Faverjon B., Puig B., Baranger B.T.<\/td> Identification of boundary conditions by solving Cauchy problem in linear elasticity with material uncertainties<\/em><\/td>Computers and Mathematics with Applications<\/td>2017<\/td>73<\/td><\/td><\/td>\n<\/tr>\n
102<\/td>Bui T.L., Reboul N., Si Larbi A., Ferrier E.<\/td>Mechanical in-plane behaviour of masonry walls reinforced by composite materials: experimental and analytical approaches<\/em><\/td>Journal of Composite Materials<\/td>2017<\/td><\/td><\/td><\/td>\n<\/tr>\n
101<\/td>Hassan M., Fam A., Benmokrane B., Ferrier E.<\/td>Effect of Column Size and Reinforcement Ratio on Shear Strength of Glass Fiber-Reinforced Polymer Reinforced Concrete Two-Way Slabs<\/em><\/td>Structural Journal<\/td>2017<\/td>114<\/td>4<\/td><\/td>\n<\/tr>\n
100<\/td>Ferrier E., Agbossou A.<\/td>Temperature Effects On The Shear Capacity Of External Bonded Fiber Reinforced Polymer On Concrete<\/em><\/td>Construction and Building Materials<\/td>2017<\/td>152<\/td><\/td><\/td>\n<\/tr>\n
99<\/td>Di Luccio G., Michel L., Ferrier E., Martinelli E.<\/td>Seismic retrofitting of RC walls externally strengthened by flax\u2013FRP strips<\/em><\/td>Composites Part B: Engineering<\/td>2017<\/td>127<\/td><\/td><\/td>\n<\/tr>\n
98<\/td>Le Nguyen K., Brun M., Limam A., Ferrier, E. <\/td> Approaches to determine the ultimate strength and failure mechanisms of RC short columns retrofitted by FRP<\/em><\/td>European Journal of Environmental and Civil Engineering <\/td>2016<\/td><\/td><\/td><\/td>\n<\/tr>\n
97<\/td>Mansouri W., Baranger T.N., Ben Ameur H., Hariga Tlatli N.<\/td>Identification of injection and extraction wells from overspecified boundary data<\/em><\/td>Journal of the Inverse Problems in Science and Engineering<\/td>2016<\/td><\/td><\/td><\/td>\n<\/tr>\n
96<\/td>Andrieux S. and Baranger T.N.<\/td>On the determination of missing boundary data for solids with nonlinear material behaviors, using displacement fields measured on a part of their boundaries<\/em><\/td>Journal of the Mechanics and Physics of Solids<\/td>2016<\/td>97<\/td><\/td><\/td>\n<\/tr>\n
95<\/td>Nguyen T.H., Vu X.H., Si Larbi A., Ferrier E. <\/td>Experimental study of the effect of simultaneous mechanical and high-temperature loadings on the behaviour of textile-reinforced concrete (TRC)<\/em><\/td>Construction and Building Materials <\/td>2016<\/td>125<\/td><\/td><\/td>\n<\/tr>\n
94<\/td> Confrere A., Michel L., Ferrier E., Chanvillard G.<\/td>Experimental behaviour and deflections of low strength concrete beams reinforces by FRP bars<\/em><\/td>Structural concrete journal<\/td>2016<\/td>17<\/td>5<\/td><\/td>\n<\/tr>\n
93<\/td>Hallonet A., Michel L., Ferrier E.<\/td>Investigation of the bond behavior of flax FRP strengthened RC structures through double lap shear testing<\/em><\/td>Composites Part B: Engineering<\/td>2016<\/td>100<\/td><\/td><\/td>\n<\/tr>\n
92<\/td>Ferrier E., Rabinovitch O., Michel L.<\/td>Mechanical behavior of concrete\u2013resin\/adhesive\u2013FRP structural assemblies under low and high temperatures<\/em><\/td>Construction and Building Materials<\/td>2016<\/td>127<\/td><\/td><\/td>\n<\/tr>\n
91<\/td>Caggegi C., Chevalier L., Pens\u00e9e V., Cuomo M.,<\/td>Strain and shear stress fields analysis by means of Digital Image Correlation on CFRP to brick bonded joints fastened by fiber anchors<\/em><\/td>Construction and Building Materials<\/td>2016<\/td>106<\/td><\/td><\/td>\n<\/tr>\n
90<\/td>Ferrier E., Confrere A., Michel L., Chanvillard G., Bernardi S.,<\/td>Shear behaviour of new beams made of UHPC concrete and FRP rebar<\/em><\/td>Composites Part B: Engineering<\/td>2016<\/td>90<\/td><\/td><\/td>\n<\/tr>\n
89<\/td>Margossian A., Bel S., Hinterhoelzl R.<\/td>On the characterisation of transverse tensile properties of molten unidirectional thermoplastic composite tapes for thermoforming simulations<\/em><\/td>Composites Part A: Applied Science and Manufacturing<\/td>2016<\/td>88<\/td><\/td><\/td>\n<\/tr>\n
88<\/td>Leutz D., Vermilyea M., Bel S., Hinterh\u00f6lzl R.<\/td>Forming Simulation of Thick AFP Laminates and Comparison with Live CT Imaging<\/em><\/td>Applied Composite Materials<\/td>2016<\/td>23<\/td>4<\/td><\/td>\n<\/tr>\n
87<\/td>Gabor A., (Edited by Sohel Rana and Raul Fangueiro)<\/td>Chapter 2 : Braiding Process and Parameters<\/em><\/td>Braided Structures and Composites<\/td>2015<\/td><\/td><\/td><\/td>\n<\/tr>\n
<\/td><\/td><\/em><\/td>Production, Properties, Mechanics, and Technical Applications<\/td><\/td><\/td><\/td><\/td>\n<\/tr>\n
86<\/td>Ambroise J., Michel M., Limam A., Llosa A., Truong B-T.,<\/td>Mat\u00e9riau composite \u00e0 matrice cimentaire renforc\u00e9e avec des fibres de verre non alcali-r\u00e9sistante<\/em><\/td>Brevet, N\u00b0 de d\u00e9p\u00f4t : 1500540<\/td>2015<\/td><\/td><\/td><\/td>\n<\/tr>\n
85<\/td>Bel S., (Edited by P. Boisse)<\/td>Chapter 12 : Mechanical behaviour of non crimp fabric (NCF) preforms in composite materials manufacturing<\/em><\/td>Advances in Composites Manufacturing and Process Design<\/td>2015<\/td><\/td><\/td><\/td>\n<\/tr>\n
84<\/td>Kong K., Ferrier E., Michel L., Agbossou A.<\/td>Experimental and analytical study of the mechanical behavior of heterogeneous glulam\u2013UHPFRC beams assembled by bonding: Short- and long-term investigations<\/em><\/td>Construction and Building Materials<\/td>2015<\/td>100<\/td>15<\/td><\/td>\n<\/tr>\n
83<\/td>Bui T.L., Si Larbi A., Reboul N., Ferrier E.,<\/td>Shear behaviour of masonry walls strengthened by external bonded FRP and TRC<\/em><\/td>Composite Structures<\/td>2015<\/td>132<\/td><\/td><\/td>\n<\/tr>\n
82<\/td>Baranger T.N., Andrieux S., Dang T.B.T.<\/td>The incremental Cauchy Problem in elastoplasticity: General solution method and semi-analytic formulae for the pressurised hollow sphere<\/em><\/td>Comptes Rendus M\u00e9canique<\/td>2015<\/td>343<\/td>5-6<\/td><\/td>\n<\/tr>\n
81<\/td>Andrieux S., Baranger T.N.<\/td>Solution of nonlinear Cauchy problem for hyperelastic solids<\/em><\/td>Inverse Problems<\/td>2015<\/td>31<\/td>11<\/td><\/td>\n<\/tr>\n
80<\/td>Margossian A., Bel S., Hinterhoelzl R.<\/td>Bending characterisation of a molten unidirectional carbon fibre reinforced thermoplastic composite using a Dynamic Mechanical Analysis system <\/em><\/td>Composites Part A: Applied Science and Manufacturing<\/td>2015<\/td><\/td><\/td><\/td>\n<\/tr>\n
79<\/td>Qazi S., Michel L., Ferrier E.<\/td>Impact of CFRP partial bonding on the behaviour of short reinforced concrete wall under monotonic lateral loading<\/em><\/td>Composite Structures<\/td>2015<\/td>128<\/td><\/td><\/td>\n<\/tr>\n
78<\/td>Qazi S., Michel L., Ferrier E., Limam A.<\/td>Strut-and-tie model for a reinforced concrete wall strengthened with carbon fibre-reinforced polymers<\/em><\/td>Composite Structures<\/td>2015<\/td>128<\/td><\/td><\/td>\n<\/tr>\n
77<\/td>Ferrier E., Michel L., Zuber B., Chanvillard G.,<\/td>Mechanical behaviour of ultra-high-performance short-fibre-reinforced concrete beams with internal fibre reinforced polymer bars<\/em><\/td>Composites Part B: Engineering<\/td>2015<\/td>68<\/td><\/td><\/td>\n<\/tr>\n
76<\/td> Ambroise J., Michel M.,<\/td>Matrice min\u00e9rale destin\u00e9e \u00e0 la fabrication de composites minces par impr\u00e9gnation de renforts tiss\u00e9s ou non tiss\u00e9s<\/em><\/td>Brevet, N\u00b0 de d\u00e9p\u00f4t : 1453558 <\/td>2014<\/td><\/td><\/td><\/td>\n<\/tr>\n
75<\/td> Ambroise J., Michel M.,<\/td>\u00ab\u00a0Mat\u00e9riau composite notamment pour la r\u00e9paration de r\u00e9servoir d’eau\u00a0\u00bb<\/em><\/td>Brevet, N\u00b0 de d\u00e9p\u00f4t : 1453557<\/td>2014<\/td><\/td><\/td><\/td>\n<\/tr>\n
74<\/td>Ferrier E., Agbossou A., Michel L.<\/td>Mechanical behaviour of ultra-high-performance fibrous-concrete wood panels reinforced by FRP bars<\/em><\/td>Composites Part B: Engineering<\/td>2014<\/td>60<\/td><\/td><\/td>\n<\/tr>\n
73<\/td>Ferrier E., Michel L., Zuber B., Chanvillard G.<\/td>Mechanical behaviour of ultra-high-performance short-fibre-reinforced concrete beams with internal fibre reinforced polymer bars<\/em><\/td>Composites Part B: Engineering<\/td>2014<\/td>68<\/td><\/td><\/td>\n<\/tr>\n
72<\/td>Jurkiewiez B., Meaud C., Ferrier E.<\/td>Non-linear models for steel-concrete epoxy-bonded beams<\/em><\/td>Journal of Constructional Steel Research<\/td>2014<\/td>100<\/td><\/td><\/td>\n<\/tr>\n
71<\/td>Le Nguyen K., Brun M., Limam A., Ferrier E., Michel L.<\/td>Pushover experiment and numerical analyses on CFRP-retrofit concrete shear walls with different aspect ratios<\/em><\/td>Composite Structures<\/td>2014<\/td>113<\/td>1<\/td><\/td>\n<\/tr>\n
70<\/td>Meaud C., Jurkiewiez B., Ferrier E.<\/td>Steel-concrete bonding connection: An experimental study and non-linear finite element analysis<\/em><\/td>International Journal of Adhesion and Adhesives<\/td>2014<\/td>54<\/td><\/td><\/td>\n<\/tr>\n
69<\/td>Promis G., Bach T.Q., Gabor A., Hamelin P.<\/td>Failure behavior of E-glass fiber- and fabric-reinforced IPC composites under tension and compression loading <\/em><\/td>Materials and Structures\/Materiaux et Constructions <\/td>2014<\/td>47<\/td>4<\/td><\/td>\n<\/tr>\n
68<\/td>Margossian A., Bel S., Balvers J., Leutz D., Freitas R., Hinterhoelzl R.<\/td>Finite element forming simulation of locally stitched non-crimp fabrics<\/em><\/td>Composites Part A: Applied Science and Manufacturing<\/td>2014<\/td>61<\/td>1<\/td><\/td>\n<\/tr>\n
67<\/td>Caggegi C., Pens\u00e9e V., Fagone M., Cuomo M., Chevalier L.<\/td>Experimental global analysis about the efficiency of carbon fiber anchors applied over CFRP strengthened bricks<\/em><\/td>Construction and Building Materials<\/td>2014<\/td>53<\/td><\/td><\/td>\n<\/tr>\n
66<\/td>Fagone M., Ranocchiai G., Caggegi C., Briccoli Bati S., Cuomo M.<\/td>The efficiency of mechanical anchors in CFRP strengthening of masonry: an experimental analysis<\/em><\/td>Composites Part B: Engineering<\/td>2014<\/td>64<\/td><\/td><\/td>\n<\/tr>\n
65<\/td>Lanoye E., Dormieux L., Kondo D.<\/td>A micromechanical-based damage analysis of a cylindrical bar under torsion: theoretical results, Finite Elements verification and application<\/em><\/td>Theoretical and Applied Fracture Mechanics<\/td>2014<\/td><\/td><\/td><\/td>\n<\/tr>\n
64<\/td>Shen W., Lanoye E., Dormieux L., Kondo D.<\/td>Homogenization of saturated double porous media with Eshelby-like velocity field<\/em><\/td>Acta Geophysica<\/td>2014<\/td>62<\/td>5<\/td><\/td>\n<\/tr>\n
63<\/td>Guyader G., Gabor A., Hamelin P.<\/td>Analysis of 2D and 3D circular braiding processes: Modeling the interaction between the process parameters and the pre-form architecture<\/em><\/td>Mechanism and Machine Theory<\/td>2013<\/td>69<\/td><\/td><\/td>\n<\/tr>\n
62<\/td>Qazi S., Michel L., Ferrier E.,<\/td>Experimental investigation of CFRP anchorage systems used for strengthening RC joints <\/em><\/td>Composite Structures<\/td>2013<\/td>99<\/td><\/td><\/td>\n<\/tr>\n
61<\/td>Qazi S., Michel L., Ferrier E.<\/td>Mechanical behaviour of slender RC walls under seismic loading strengthened with externally bonded CFRP<\/em><\/td>European Journal of Environmental and Civil Engineering<\/td>2013<\/td>17<\/td>6<\/td><\/td>\n<\/tr>\n
60<\/td>Vincens E., Reboul N., Cambou B.<\/td>The Process of Filtration in Granular Materials<\/em><\/td>Erosion of Geomaterials<\/td>2013<\/td>81<\/td>114<\/td><\/td>\n<\/tr>\n
59<\/td>Lanoye E., Cormery F., Kondo D., Shao J.F.<\/td>An isotropic unilateral damage model coupled with frictional sliding for quasi-brittle materials<\/em><\/td>Mechanics Research Communications<\/td>2013<\/td>53<\/td><\/td><\/td>\n<\/tr>\n
58<\/td>Ali O., Bigaud D., Ferrier E.<\/td>Comparative durability analysis of CFRP-strengthened RC highway bridges<\/em><\/td>Construction and Building Materials<\/td>2012<\/td>30<\/td><\/td><\/td>\n<\/tr>\n
57<\/td>Ferrier E., Labossiere P., Neale K.W.<\/td>Modelling the bending behaviour of a new hybrid glulam beam reinforced with FRP and ultra-high-performance concrete<\/em><\/td>Applied Mathematical Modelling<\/td>2012<\/td>36<\/td>8<\/td><\/td>\n<\/tr>\n
56<\/td>Ferrier E., Si Larbi A., Georgin J.-F., Ambroise J.<\/td>New hybrid cement-based composite material externally bonded to control RC beam cracking<\/em><\/td>Construction and Building Materials<\/td>2012<\/td>36<\/td><\/td><\/td>\n<\/tr>\n
55<\/td>Gabor A., Hamelin P., Promis G.<\/td>A mixed pultrusion and braiding process adapted to the production of high performance cement composite beams<\/em><\/td>RILEM Bookseries<\/td>2012<\/td>2<\/td><\/td><\/td>\n<\/tr>\n
54<\/td>Hamelin P., Gabor A., Bach T.Q., Si Larbi A.,<\/td>Optimization of quasi-isotropic formulation of fiber-cement laminates: Polar method and experimental validation<\/em><\/td>RILEM Bookseries<\/td>2012<\/td>2<\/td><\/td><\/td>\n<\/tr>\n
53<\/td>Marouani S., Curtil L., Hamelin P.,<\/td>Instability of the performances of FRP composites implemented in civil engineering environment: Experimental study and durability implications<\/em><\/td>Polymers and Polymer Composites<\/td>2012<\/td>20<\/td>4<\/td><\/td>\n<\/tr>\n
52<\/td>Marouani S., Curtil L., Hamelin P.,<\/td>Ageing of carbon\/epoxy and carbon\/vinylester composites used in the reinforcement and\/or the repair of civil engineering structures<\/em><\/td>Composites Part B: Engineering<\/td>2012<\/td>43<\/td>4<\/td><\/td>\n<\/tr>\n
51<\/td>Michel L., Ferrier E.,<\/td>Mechanical behavior of orthotropic slabs reinforced by composite materials [Comportement m\u00e9canique de dalles orthotropes renforc\u00e9es par mat\u00e9riaux composites]<\/em><\/td>Revue des Composites et des Materiaux Avances<\/td>2012<\/td>22<\/td>2<\/td><\/td>\n<\/tr>\n
50<\/td>Promis G., Gabor A., Hamelin P.,<\/td>Effect of post-tensioning on the bending behaviour of mineral matrix composite beams<\/em><\/td>Construction and Building Materials<\/td>2012<\/td>34<\/td><\/td><\/td>\n<\/tr>\n
49<\/td>Michel M., Georgin J.F., Ambroise J.,<\/td>Improving the mechanical performance of high-grade slag cement by the addition of Portland cement and sulfoaluminate cement<\/em><\/td>Construction and building materials<\/td>2012<\/td>37<\/td>1<\/td><\/td>\n<\/tr>\n
48<\/td>Le BihanT., Georgin J.F, Michel M., Ambroise J., Morestin F.,<\/td>Measurements and modeling of cement base materials deformation at early age; the case of sulfo-aluminous cement<\/em><\/td>Cement and concrete research<\/td>2012<\/td>42<\/td>8<\/td><\/td>\n<\/tr>\n
47<\/td>Si-Larbi A., Agbossou A., Ferrier E., Michel L.,<\/td>Strengthening RC beams with composite fiber cement plate reinforced by prestressed FRP rods: Experimental and numerical analysis<\/em><\/td>Composite Structures<\/td>2012<\/td>94<\/td>3<\/td><\/td>\n<\/tr>\n
46<\/td>Bel S., Boisse P., Dumont F.<\/td>Analyses of the Deformation Mechanisms of Non-Crimp Fabric Composite Reinforcements during Preforming<\/em><\/td>Applied Composite Materials<\/td>2012<\/td>19<\/td>1<\/td><\/td>\n<\/tr>\n
45<\/td>Bel S., Hamila N., Boisse P., Dumont F.<\/td>Finite element model for NCF composite reinforcement preforming: Importance of inter-ply sliding<\/em><\/td>Composites Part A: Applied Science and Manufacturing<\/td>2012<\/td>43<\/td>1<\/td><\/td>\n<\/tr>\n
44<\/td>Destrebecq J.-F., Toussaint E., Ferrier E.,<\/td>Analysis of Cracks and Deformations in a Full Scale Reinforced Concrete Beam Using a Digital Image Correlation Technique<\/em><\/td>Experimental Mechanics<\/td>2011<\/td>51<\/td>6<\/td><\/td>\n<\/tr>\n
43<\/td>Ferrier E., Bigaud D., Clement J.C., Hamelin P.,<\/td>Fatigue-loading effect on RC beams strengthened with externally bonded FRP<\/em><\/td>Construction and Building Materials<\/td>2011<\/td>25<\/td>2<\/td><\/td>\n<\/tr>\n
42<\/td>Ferrier E., Michel L., Jurkiewiez B., Hamelin P.,<\/td>Creep behavior of adhesives used for external FRP strengthening of RC structures<\/em><\/td>Construction and Building Materials<\/td>2011<\/td>25<\/td>2<\/td><\/td>\n<\/tr>\n
41<\/td>Jurkiewiez B., Meaud C., Michel L.,<\/td>Non linear behaviour of steelconcrete epoxy bonded composite beams<\/em><\/td>Journal of Constructional Steel Research<\/td>2011<\/td>67<\/td>3<\/td><\/td>\n<\/tr>\n
40<\/td>Meaud C., Jurkiewiez B., Ferrier E.,<\/td>Investigation of creep effects in strengthened RC structures through double lap shear testing<\/em><\/td>Composites Part B: Engineering<\/td>2011<\/td>42<\/td>3<\/td><\/td>\n<\/tr>\n
39<\/td>Promis G., Gabor A., Hamelin P.,<\/td>Analytical modeling of the bending behavior of textile reinforced mineral matrix composite beams<\/em><\/td>Composite Structures<\/td>2011<\/td>93<\/td>2<\/td><\/td>\n<\/tr>\n
38<\/td>Qazi S., Ferrier E., Michel L., Hamelin P.,<\/td>Seismic retrofitting of RC shear wall with external bonded CFRP<\/em><\/td>American Concrete Institute, ACI Special Publication<\/td>2011<\/td>2<\/td>275 SP<\/td><\/td>\n<\/tr>\n
37<\/td>Michel M., Georgin J.F, Ambroise J., Pera J.,<\/td>The influence of gypsum ratio on the mechanical performance of slag cement accelerated by calcium sulfoaluminate cement<\/em><\/td>Construction and building materials<\/td>2011<\/td>25<\/td>3<\/td><\/td>\n<\/tr>\n
36<\/td>Si Larbi A., Gabor A., Ferrier E.,<\/td>Assessment of the long-term shear behavior of epoxy polymer lap joint used to bond steel and concrete composite structure<\/em><\/td>Journal of Composite Materials<\/td>2011<\/td>45<\/td>4<\/td><\/td>\n<\/tr>\n
35<\/td>Vu X.H., Daudeville L., Malecot Y.,<\/td>Effect of coarse aggregate size and cement paste volume on concrete behavior under high triaxial compression loading<\/em><\/td>Construction and Building Materials<\/td>2011<\/td>25<\/td>10<\/td><\/td>\n<\/tr>\n
34<\/td>Ferrier E., Labossire P., Neale K.W.,<\/td>Mechanical behavior of an innovative hybrid beam made of glulam and ultrahigh-performance concrete reinforced with FRP or Steel<\/em><\/td>Journal of Composites for Construction<\/td>2010<\/td>14<\/td>2<\/td><\/td>\n<\/tr>\n
33<\/td>Ferrier E., Quiertant M., Benzarti K., Hamelin P.,<\/td>Influence of the properties of externally bonded CFRP on the shear behavior of concrete\/composite adhesive joints<\/em><\/td>Composites Part B: Engineering<\/td>2010<\/td>41<\/td>5<\/td><\/td>\n<\/tr>\n
32<\/td>Promis G., Gabor A., Maddaluno G., Hamelin P.,<\/td>Behaviour of beams made in textile reinforced mineral matrix composites, an experimental study<\/em><\/td>Composite Structures<\/td>2010<\/td>92<\/td>10<\/td><\/td>\n<\/tr>\n
31<\/td>Si Larbi A., Contamine R., Ferrier E., Hamelin P.,<\/td>Shear strengthening of RC beams with textile reinforced concrete (TRC) plate<\/em><\/td>Construction and Building Materials<\/td>2010<\/td>24<\/td>10<\/td><\/td>\n<\/tr>\n
30<\/td>Jurkiewiez B.,<\/td>Static and cyclic behaviour of a steel-concrete composite beam with horizontal shear connections<\/em><\/td>Journal of Constructional Steel Research<\/td>2009<\/td>65<\/td>12<\/td><\/td>\n<\/tr>\n
29<\/td>Michel L., Ferrier E., Agbossou A., Hamelin P.,<\/td>Flexural stiffness modelling of RC slab strengthened by externally bonded FRP<\/em><\/td>Composites Part B: Engineering<\/td>2009<\/td>40<\/td>8<\/td><\/td>\n<\/tr>\n
28<\/td>Si Larbi A., Ferrier E., Hamelin P.,<\/td>Concrete to steel lap joint failure criteria under combined shear and peeling stress<\/em><\/td>Journal of Constructional Steel Research<\/td>2009<\/td>65<\/td>2<\/td><\/td>\n<\/tr>\n
27<\/td>Agbossou A., Michel L., Lagache M., Hamelin P.,<\/td>Strengthening slabs using externally-bonded strip composites: Analysis of concrete covers on the strengthening<\/em><\/td>Composites Part B: Engineering<\/td>2008<\/td>39<\/td>41858<\/td><\/td>\n<\/tr>\n
26<\/td>Bouazaoui L., Jurkiewiez B., Delmas Y., Li A.,<\/td>Static behaviour of a full-scale steel-concrete beam with epoxy-bonding connection<\/em><\/td>Engineering Structures<\/td>2008<\/td>30<\/td>7<\/td><\/td>\n<\/tr>\n
25<\/td>Marouani S., Curtil L., Hamelin P.,<\/td>Composites realized by hand lay-up process in a civil engineering environment: Initial properties and durability<\/em><\/td>Materials and Structures\/Materiaux et Constructions<\/td>2008<\/td>41<\/td>5<\/td><\/td>\n<\/tr>\n
24<\/td>Jurkiewiez B., Braymand S.,<\/td>Experimental study of a pre-cracked steel-concrete composite beam<\/em><\/td>Journal of Constructional Steel Research<\/td>2007<\/td>63<\/td>1<\/td><\/td>\n<\/tr>\n
23<\/td>Michel L., Ferrier E., Bigaud D., Agbossou A.,<\/td>Criteria for punching failure mode in RC slabs reinforced by externally bonded CFRP<\/em><\/td>Composite Structures<\/td>2007<\/td>81<\/td>3<\/td><\/td>\n<\/tr>\n
22<\/td>Si Larbi A., Ferrier E., Jurkiewiez B., Hamelin P.,<\/td>Static behaviour of steel concrete beam connected by bonding<\/em><\/td>Engineering Structures<\/td>2007<\/td>29<\/td>6<\/td><\/td>\n<\/tr>\n
21<\/td>Berthet J.F., Ferrier E., Hamelin P.,<\/td>Compressive behavior of concrete externally confined by composite jackets: Part B: Modeling<\/em><\/td>Construction and Building Materials<\/td>2006<\/td>20<\/td>5<\/td><\/td>\n<\/tr>\n
20<\/td>Berthet J.-F., Ferrier E., Hamelin P., Al Chami G., Theriault M., Neale K.W.,<\/td>Modelling of the creep behavior of FRP-confined short concrete columns under compressive loading<\/em><\/td>Materials and Structures\/Materiaux et Constructions<\/td>2006<\/td>39<\/td>285<\/td><\/td>\n<\/tr>\n
19<\/td>Gabor A., Bennani A., Jacquelin E., Lebon F.,<\/td>Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels<\/em><\/td>Composite Structures<\/td>2006<\/td>74<\/td>3<\/td><\/td>\n<\/tr>\n
18<\/td>Gabor A., Ferrier E., Jacquelin E., Hamelin P.,<\/td>Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels<\/em><\/td>Construction and Building Materials<\/td>2006<\/td>20<\/td>5<\/td><\/td>\n<\/tr>\n
17<\/td>Mohamed I., Ronel S., Curtil L.,<\/td>Influence of composite materials confinement on alkali-aggregate mechanical behaviour<\/em><\/td>Materials and Structures\/Materiaux et Constructions<\/td>2006<\/td>39<\/td>288<\/td><\/td>\n<\/tr>\n
16<\/td>Rochdi E.H., Bigaud D., Ferrier E., Hamelin P.,<\/td>Ultimate behavior of CFRP strengthened RC flat slabs under a centrally applied load<\/em><\/td>Composite Structures<\/td>2006<\/td>72<\/td>1<\/td><\/td>\n<\/tr>\n
15<\/td>Si-Larbi A., Ferrier E., Hamelin P.,<\/td>Flexural behaviour of MRBC beams (multi-reinforcing bars concrete beams), promoting the use of FRHPC<\/em><\/td>Composite Structures<\/td>2006<\/td>74<\/td>2<\/td><\/td>\n<\/tr>\n
14<\/td>Berthet J.F., Ferrier E., Hamelin P.,<\/td>Compressive behavior of concrete externally confined by composite jackets. Part A: Experimental study<\/em><\/td>Construction and Building Materials<\/td>2005<\/td>19<\/td>3<\/td><\/td>\n<\/tr>\n
13<\/td>Ferrier E., Bigaud D., Hamelin P., Bizindavyi L., Neale K.W.,<\/td>Fatigue of CFRPs externally bonded to concrete<\/em><\/td>Materials and Structures\/Materiaux et Constructions<\/td>2005<\/td>38<\/td>275<\/td><\/td>\n<\/tr>\n
12<\/td>Jurkiewiez B., Buzon S., Sieffert J.G.,<\/td>Incremental viscoelastic analysis of composite beams with partial interaction<\/em><\/td>Computers and Structures<\/td>2005<\/td>83<\/td>21-22<\/td><\/td>\n<\/tr>\n
11<\/td>Jurkiewiez B., Hottier J.M.,<\/td>Static behaviour of a steel-concrete composite beam with an innovative horizontal connection<\/em><\/td>Journal of Constructional Steel Research<\/td>2005<\/td>61<\/td>9<\/td><\/td>\n<\/tr>\n
10<\/td>Mohamed I., Curtil L., Ronel-Idrissi S., Hamelin P.,<\/td>Influence of composite materials confinement on alkali aggregate expansion<\/em><\/td>Materials and Structures\/Materiaux et Constructions<\/td>2005<\/td>38<\/td>277<\/td><\/td>\n<\/tr>\n
9<\/td>Vysochina K., Gabor A., Bigaud D., Ronel-Idrissi S.,<\/td>Identification of shear stiffness of soft orthotrophic textile composites: Part I – Development of a mixed method for shear elastic constant identification<\/em><\/td>Journal of Industrial Textiles<\/td>2005<\/td>35<\/td>2<\/td><\/td>\n<\/tr>\n
8<\/td>Avril S., Ferrier E., Vautrin A., Hamelin P., Surrel Y.,<\/td>A full-field optical method for the experimental analysis of reinforced concrete beams repaired with composites<\/em><\/td>Composites Part A: Applied Science and Manufacturing<\/td>2004<\/td>35<\/td>41858<\/td><\/td>\n<\/tr>\n
7<\/td>Curtil L., Ferrier E., Ronel-Idrissi S., Hamelin P.,<\/td>Composite materials contribution in strengthening concrete structures affected by alkali-aggregate reaction<\/em><\/td>International Journal of Materials and Product Technology<\/td>2003<\/td>19<\/td>41671<\/td><\/td>\n<\/tr>\n
6<\/td>Ferrier E., Avril S., Hamelin P., Vautrin A.,<\/td>Mechanical behavior of RC beams reinforced by externally bonded CFRP sheets<\/em><\/td>Materials and Structures\/Materiaux et Constructions<\/td>2003<\/td>36<\/td>262<\/td><\/td>\n<\/tr>\n
5<\/td>Berthet J.F., Ferrier E., Hamelin P.,<\/td>Behavior of high performance concrete externally confined by composite shells<\/em><\/td>High Performance Structures and Materials<\/td>2002<\/td>4<\/td><\/td><\/td>\n<\/tr>\n
4<\/td>Ferrier E., Hamelin P.,<\/td>Long-time concrete-composite interface characterization for reliability prediction of RC beam strengthened with FRP<\/em><\/td>Materials and Structures\/Materiaux et Constructions<\/td>2002<\/td>35<\/td>253<\/td><\/td>\n<\/tr>\n
3<\/td>Ferrier E., Lagarde G., Hamelin P.,<\/td>Concrete beams reinforced by fibre-reinforced plastics: The effect of temperature on the adhesive layer<\/em><\/td>Composites Science and Technology<\/td>2001<\/td>61<\/td>3<\/td><\/td>\n<\/tr>\n
2<\/td>Curtil L., Habita M.F.,<\/td>Study of the alkali-aggregate reaction on concrete prisms<\/em><\/td>Cement and Concrete Research<\/td>1994<\/td>24<\/td>3<\/td><\/td>\n<\/tr>\n
1<\/td>Curtil L., Gielly J., Murat M.,<\/td>The polarizing microscope: A tool of interest for investigation on concrete<\/em><\/td><\/td><\/td><\/td><\/td><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n\n\n\n\n","protected":false},"excerpt":{"rendered":"

Liste des publications (jusqu’en 2024) des membres du laboratoire dans des journaux internationaux \u00e0 comit\u00e9 […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-42","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=\/wp\/v2\/pages\/42","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=42"}],"version-history":[{"count":55,"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=\/wp\/v2\/pages\/42\/revisions"}],"predecessor-version":[{"id":3412,"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=\/wp\/v2\/pages\/42\/revisions\/3412"}],"wp:attachment":[{"href":"https:\/\/lmc2.univ-lyon1.fr\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=42"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}