Results 51 to 60 of about 1,831,060 (363)

Experimental and Numerical Study of Carbon Fibre-Reinforced Polymer-Strengthened Reinforced Concrete Beams under Static and Impact Loads

open access: yesFibers
This study aims to investigate the behaviour of reinforced concrete (RC) beams strengthened by Carbon Fibre-Reinforced Polymer (CFRP) under static and impact loads. A series of RC beams were tested and categorized into four groups, namely, unstrengthened
Mohamed H. Mussa   +2 more
doaj   +1 more source

Flexural strengthening of preloaded reinforced concrete continuous beams: An experimental investigation

open access: yesAlexandria Engineering Journal, 2019
This paper investigates experimentally the preloading effect on the flexural behavior of reinforced concrete strengthened continuous beams. Five continuous reinforced concrete beams were tested; they all had the same dimensions and the same reinforcement
Amira Adel Abdel Hamed   +2 more
doaj   +1 more source

Experimental and Numerical Investigation of Steel- and GFRP-Reinforced Concrete Beams Subject to Fire Exposure

open access: yesBuildings, 2023
This study investigates the behavior of three concrete beams reinforced with steel and GFRP bars under fire exposure. The fire tests of three beams were conducted including one control steel-reinforced concrete (RC) beam and two GFRP-RC beams.
Chanachai Thongchom   +6 more
doaj   +1 more source

A FEM-based model to study the behaviour of corroded RC beams shear repaired by NSM CFRP rods technique [PDF]

open access: yes, 2015
This paper presents the main features of finite element FE numerical model developed using the computer code FEMIX to predict the near-surface mounted NSM carbon-fiber-reinforced polymer CFRP rods shear repair contribution to corroded reinforced ...
Al Mahmoud, Firas   +4 more
core   +3 more sources

Corrosion data of RC beams

open access: yes, 2023
This data set is gathered from many artificial corrosion experiments on reinforced concrete beams. The longitudinal reinforcement area loss varies from approximately 1% to 29% of that measured by weighing the bar.
openaire   +1 more source

Evaluation of deflection and flexural performance of reinforced concrete beams with glass fiber reinforced polymer bars

open access: yesCase Studies in Construction Materials, 2023
This paper aims to experimentally evaluate the load-deflection curve and flexural performance of reinforced concrete (RC) beams with glass fiber reinforced polymer (GFRP) bars.
Muhammad A. Muhammad, Faris R. Ahmed
doaj   +1 more source

Dynamic Response and Failure Mode of Reinforced Concrete Beams Subjected to Impact

open access: yesBuildings
The dynamic behavior of reinforced concrete (RC) beams under impact loads is highly complex. In this work, the failure modes, impact force, displacement, and internal force of RC beams under impact loads were studied in detail with different research ...
Jianhe Li   +7 more
doaj   +1 more source

Performance of Strain hardening cementitious composite as strengthening and protective overlay in flexural members

open access: yesMATEC Web of Conferences, 2018
Strain-hardening cementitious composites (SHCC) are advanced type of cement-based composite materials having superior crack control and tensile properties.
Umer Sial Sardar, Iqbal Khan M.
doaj   +1 more source

Study on the Optimal Prestress Level of RC Beams Reinforced with SMA Bars

open access: yesAdvances in Civil Engineering, 2021
In order to study the optimal prestress level of RC (reinforced concrete) beams strengthened by SMA bars, the finite element software ABAQUS was used to numerically simulate the shear performance of RC beams strengthened by SMA bars with different ...
Zeying Yang   +7 more
doaj   +1 more source

Structural Damage Assessment of FRP Strengthened Reinforced Concrete Beams under Cyclic Loads [PDF]

open access: yes, 2016
Worldwide, the need for structural retrofit is on the rise and the use of Fibre Reinforced Polymer (FRP) composite material systems is becoming an accepted method for repairs, rehabilitations, and strengthening of deficient structures.
Ede, A. N., Pascale, G.
core   +1 more source

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