Advances in Civil Engineering, Volume 2024, Issue 1, 2024.In practice, the passage of service utilities through web opening causes a significant load‐carrying capacity loss and introduces a change of failure mode of the composite beam. This study aims to improve the load‐carrying capacity and stiffness of open‐web composite beams subjected to static and cyclic loading using posttensioning tendons.
Utino Worabo Woju +2 more
wiley +1 more source
Behavior of masonry strengthened infilled reinforced concrete frames under in-plane load
HBRC Journal, 2015 Experimental tests have been carried out to study the behavior of different single story frames infilled with brick masonry under the in-plane lateral load influence. Three phases of frames were tested.
Lila M. Abdel-Hafez +2 more
doaj +1 more source
Flexural behavior of embedded GFRP grid framework-UHPC composite plate without steel rebar
Case Studies in Construction MaterialsA novel embedded GFRP grid framework-UHPC composite plate without steel rebar was proposed to solve the problems of conventional reinforced concrete plate, such as heavy weight, easily cracking and poor durability.
Chaolan Wu +6 more
doaj +1 more source
Finite-Element Investigation of the Structural Behavior of Basalt Fiber Reinforced Polymer (BFRP)- Reinforced Self-Compacting Concrete (SCC) Decks Slabs in Thompson Bridge [PDF]
, 2018 The need for a sustainable development and improved whole life performance of concrete infrastructure has led to the requirement of more durable and sustainable concrete bridges alongside accurate predictive analysis tools.
Taylor, Susan, Zheng, Yu, Zhou, Lingzhu
core +2 more sources
Flexural Strengthening of RC Columns with Low Longitudinal Steel Ratio using GFRP Bars
International Journal of Concrete Structures and Materials, 2019 This research describes the results of an experimental work that aimed to investigate the flexural capacity of RC columns with low longitudinal reinforcement ratio that was strengthened with near surface mounted GFRP bars.
Mehdi Esfandi Sarafraz
doaj +1 more source
Finite element modeling of steel bar buckling in FRP-confined RC columns [PDF]
, 2015 Fiber-reinforced polymer (FRP) confining jackets offer an attractive solution for the seismic retrofit of reinforced concrete (RC) columns. For an accurate prediction of the strength and ductility of FRP-confined RC columns, it is necessary to understand
Bai, Yu-Lei, Dai, Jian-Guo
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Evaluation of the dynamic behavior of a GFRP-SFRSCC hybrid footbridge [PDF]
, 2011 This paper presents results of numerical investigations on the dynamic behaviour of a hybrid footbridge made of glass fiber reinforced polymer (GFRP) pultruded profiles and a steel fibre reinforced self-compacting concrete (SFRSCC) slab. Finite element
Barros, Joaquim A. O. +3 more
core
Flexural Behaviour of HYFRC Beam Reinforced with GFRP Rebar
International Journal of Innovative Technology and Exploring Engineering, 2019 This paper offers the experimental have a take a look at at the flexural behaviour of HYFRC beams bolstered with glass fiber bolstered polymer (GFRP) rebar and in comparison with everyday metal reinforcement beams. Three beams reinforced with GFRP rebar and three beams of traditional concrete metal strengthened with absolutely six beams have been ...
openaire +1 more source
Numerical Analysis on Bond Strength of FRP Rebars under Elevated Temperature [PDF]
, 2018 The bond behaviour between fibre reinforced polymer (FRP) and concrete at a different temperature, ranging from room temperature (20°C) to high temperature of up to 300°C, are modelled using the FEA in this paper.
Fu, F., Jamalan, M. H.
core +2 more sources
Impregnated Carbon Fabric–Reinforced Cementitious Matrix Composite for Rehabilitation of the Finale Emilia Hospital Roofs: Case Study [PDF]
, 2017 In this paper, the mechanical performance of concrete beams strengthened by an impregnated carbon fabric–reinforced cementitious matrix (CFRCM) composite is investigated. The study is aimed at the rehabilitation of the Finale Emilia hospital roofs, which
FALOPE, FEDERICO OYEDEJI, NOBILI, Andrea
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