Fiber-reinforced polymer composites in strengthening reinforced concrete structures: A critical review

MZ Naser, RA Hawileh, JA Abdalla - Engineering Structures, 2019 - Elsevier
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 …

[HTML][HTML] Experimental investigation and finite element analysis of reinforced concrete beams strengthened by fibre reinforced polymer composite materials: A review

SB Azuwa, FBM Yahaya - Alexandria Engineering Journal, 2024 - Elsevier
As a composite material, fibre reinforced polymer (FRP) has many uses. Incorporating FRP
composite material enhances the reinforced concrete beams'(RCB) performance, properties …

Finite-element modeling of intermediate crack debonding in FRP-plated RC beams

GM Chen, JG Teng, JF Chen - Journal of composites for construction, 2011 - ascelibrary.org
Intermediate crack-induced debonding (IC debonding) is a common failure mode of RC
beams strengthened with externally bonded fiber-reinforced polymer (FRP) reinforcement …

剪跨比对CFRP 加固无腹筋混凝土梁剪切破坏及尺寸效应的影响研究.

金浏, 夏海, 蒋轩昂, 杜修力 - … Mechanics/Gongcheng Lixue, 2021 - search.ebscohost.com
剪跨比对FRP 抗剪加固梁的裂缝开展和破坏模式有重要影响, 但对FRP 加固梁抗剪强度及尺寸
效应的影响研究较少. 采用三维细观数值模拟方法, 考虑混凝土细观组成的非均质性及碳纤维布 …

Finite element modeling of debonding failures in FRP-strengthened RC beams: A dynamic approach

GM Chen, JG Teng, JF Chen, QG Xiao - Computers & Structures, 2015 - Elsevier
This paper is concerned with the finite element simulation of debonding failures in FRP-
strengthened concrete beams. A key challenge for such simulations is that common solution …

Finite element modeling of RC beams externally strengthened with iron-based shape memory alloy (Fe-SMA) strips, including analytical stress-strain curves for Fe …

JG Ruiz-Pinilla, LA Montoya-Coronado, C Ribas… - Engineering …, 2020 - Elsevier
Research into the application of iron-based shape memory alloys (Fe-SMA) for
strengthening existing structures has boosted in recent years. The shape memory effect of …

[HTML][HTML] Size effect in shear failure of lightweight concrete beams wrapped with CFRP without stirrups: Influence of fiber ratio

L Jin, X Jiang, H Xia, F Chen, X Du - Composites Part B: Engineering, 2020 - Elsevier
Lightweight aggregate concrete (LWAC) is a superior material due to its light weight and
high strength. There however remain significant lacunae in engineering knowledge with …

Finite element analysis of strengthened RC beams in shear with aluminum plates

A Abu-Obeidah, RA Hawileh, JA Abdalla - Computers & Structures, 2015 - Elsevier
This paper presents the development of a 3D nonlinear finite element (FE) model to capture
and predict the response of shear deficient simply supported reinforced concrete (RC) …

Seismic response of underwater concrete pipes conveying fluid covered with nano-fiber reinforced polymer layer

MH Hajmohammad, M Maleki, R Kolahchi - Soil Dynamics and Earthquake …, 2018 - Elsevier
This research deals with seismic response of underwater fluid-conveying concrete pipes
during the earthquake in Kobe. The pipe is reinforced with nano-fiber reinforced polymer …

Progressive collapse resistance of GFRP-strengthened RC beam–slab subassemblages in a corner column–removal scenario

P Feng, H Qiang, X Ou, W Qin, J Yang - Journal of Composites for …, 2019 - ascelibrary.org
In RC buildings, the unexpected sudden failure of a corner column is more likely to cause
severe progressive collapse than the failure of an interior column or a side column due to …