Results 21 to 30 of about 22,541 (229)

Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]

open access: yes, 2015
It has been assumed that the fiber-reinforced polymer/concrete interface is subjected to in-plane shear condition when intermediate crack debonding failure occurs.
Harries, Kent A.   +2 more
core   +2 more sources

Numerical investigation on strengthening steel beams with web openings using GFRP

open access: yesFracture and Structural Integrity, 2022
This study presents the first investigation into the use of glass fiber reinforced polymer GFRP to strengthen steel beams with web openings. Based on previous research about the strengthening of steel beams with web perforation using carbon fiber ...
Hamda Guedaoura   +2 more
doaj   +5 more sources

Sensitivity Analysis of Stress State and Bond Strength of Fiber-reinforced Polymer/Concrete Interface to Boundary Conditions in Single Shear Pull-out Test [PDF]

open access: yes, 2015
The bond between fiber-reinforced polymer and concrete substrate plays a key role in the performance of concrete structures after strengthened by externally bonded fiber-reinforced polymer composite materials.
Mohammadi, Tayyebeh, Wan, Baolin
core   +3 more sources

Development of Innovative HFRP Bars

open access: yesMATEC Web of Conferences, 2018
The main factors determining the choice of fiber-reinforced polymer (FRP) materials are the intended use of the designed structure and the environmental conditions in which it will be located.
Protchenko Kostiantyn   +3 more
doaj   +1 more source

Micromechanical modeling of tension stiffening in FRP-strengthened concrete elements [PDF]

open access: yes, 2018
This article presents a micromodeling computational framework for simulating the tensile response and tension-stiffening behavior of fiber reinforced polymer–strengthened reinforced concrete elements.
Bahman Ghiassi   +18 more
core   +4 more sources

Load-bearing capacity of flexural reinforced concrete members strengthened with fiber-reinforced polymer in fracture stage

open access: yesAdvances in Mechanical Engineering, 2018
The article examines the behavior of flexural reinforced concrete members, strengthened with fiber-reinforced polymers (FRP), under the ultimate loading conditions (in fracture stage).
Justas Slaitas   +3 more
doaj   +1 more source

Behaviors of Large-Rupture-Strain Fiber-Reinforced Polymer Strengthened Reinforced Concrete Beams Under Static and Impact Loads

open access: yesFrontiers in Materials, 2020
Reinforced concrete (RC) structures may be damaged seriously when subjected to impact loading, and it is necessary to strengthen existing structures to improve their impact resistance.
Zenghui Ye   +7 more
doaj   +1 more source

Pre-Cracked Concrete Shear Strengthened with External CFRP Strips [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2013
In reinforced concrete design, there are situations where transfer of shear across a specific plane needs to be considered. Examples of such situation include corbels, bearing shoes, ledger beam bearing, and a host of connection between precast concrete ...
H. Shariatmadar   +2 more
doaj   +1 more source

Flexural Capacity and Deflection of Fiber-Reinforced Lightweight Aggregate Concrete Beams Reinforced with GFRP Bars

open access: yesSensors, 2019
Adding fibers is highly effective to enhance the deflection and ductility of fiber-reinforced polymer (FRP)-reinforced beams. In this study, the stress and strain conditions of FRP-reinforced lightweight aggregate concrete (LWC) beams with and without ...
Xi Liu, Yijia Sun, Tao Wu
doaj   +1 more source

Deflection of concrete structures reinforced with FRP bars. [PDF]

open access: yes, 2012
yesThis paper presents an analytical procedure based on the stiffness matrix method for deflection prediction of concrete structures reinforced with fiber reinforced polymer (FRP) bars.
Al-Sayed   +20 more
core   +1 more source

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