Fiber-reinforced polymer composites in strengthening reinforced concrete structures: A critical review
Fiber-reinforced polymer (FRP) composites continue to provide designers with the ability to
deliver innovative and intelligent solutions to overcome the ever-growing aging issues in …
deliver innovative and intelligent solutions to overcome the ever-growing aging issues in …
Mitigation of intermediate crack debonding in FRP-plated RC beams using FRP U-jackets
Intermediate crack debonding (ie, IC debonding) is a common failure mode of reinforced
concrete (RC) beams flexurally strengthened with a fiber-reinforced polymer (FRP) plate …
concrete (RC) beams flexurally strengthened with a fiber-reinforced polymer (FRP) plate …
Review of moment redistribution in statically indeterminate RC members
L Li, W Zheng, Y Wang - Engineering Structures, 2019 - Elsevier
Moment redistribution is a specific behaviour in statically indeterminate reinforced concrete
(RC) structures due to the structural redundancy and nonlinear characteristics of the …
(RC) structures due to the structural redundancy and nonlinear characteristics of the …
Inclined FRP U-jackets for enhancing structural performance of FRP-plated RC beams suffering from IC debonding
Intermediate crack debonding (ie, IC debonding) commonly controls the failure of FRP-
plated RC beams. Such IC debonding often occurs with the maximum strain of the FRP soffit …
plated RC beams. Such IC debonding often occurs with the maximum strain of the FRP soffit …
Symmetric and asymmetric strengthening of two-span RC beams using FRCM systems
A Mandor, A El Refai - Journal of Composites for Construction, 2023 - ascelibrary.org
This paper reports on the feasibility of using fabric-reinforced cementitious matrix (FRCM)
systems to strengthen two-span reinforced concrete (RC) beams that are structurally …
systems to strengthen two-span reinforced concrete (RC) beams that are structurally …
Strengthening the hogging and sagging regions in continuous beams with fiber-reinforced cementitious matrix (FRCM): Experimental and analytical investigations
A Mandor, A El Refai - Construction and Building Materials, 2022 - Elsevier
This paper reports on the flexural performance of ten reinforced concrete (RC) continuous
beams strengthened with fabric-reinforced cementitious matrix (FRCM) systems. The test …
beams strengthened with fabric-reinforced cementitious matrix (FRCM) systems. The test …
Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons
T Lou, C Peng, TL Karavasilis, D Min, W Sun - Engineering Structures, 2020 - Elsevier
The neutral axis depth is adopted by many codes of practice as an indicator of flexural
ductility to quantify moment redistribution in continuous prestressed concrete (PSC) beams …
ductility to quantify moment redistribution in continuous prestressed concrete (PSC) beams …
Simulation research on continuous concrete beams reinforced with external prestressed CFRP tendons
N Duan, JW Zhang, J Cheng - Materials, 2022 - mdpi.com
This paper examines the effects of different loading patterns on the static characteristics of
continuous concrete beams reinforced with external prestressed carbon fiber-reinforced …
continuous concrete beams reinforced with external prestressed carbon fiber-reinforced …
Mechanical behaviour of partially encased composite columns confined by CFRP under axial compression
J Liang, G Zhang, J Wang, M Hu - Steel and Composite Structures, An …, 2019 - dbpia.co.kr
This paper presents the results of an experimental study to investigate the mechanical
behavior of partially encased composite columns confined by CFRP under axial …
behavior of partially encased composite columns confined by CFRP under axial …
Strengthening of multi-span reinforced concrete structures using FRCM composites: experimental and analytical investigations
A Mandor - 2022 - corpus.ulaval.ca
Résumé La détérioration des structures en béton armé est inévitable pour de nombreuses
raisons telles que les exigences de charge, les changements d'utilisation, les changements …
raisons telles que les exigences de charge, les changements d'utilisation, les changements …