Residual Tensile Strength and Bond Properties of GFRP Bars after Exposure to Elevated Temperatures-Reference-Cited by-同舟云学术

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Residual Tensile Strength and Bond Properties of GFRP Bars after Exposure to Elevated Temperatures

Published:2018-02-27 Issue:3 Volume:11 Page:346
ISSN:1996-1944
Container-title:Materials
language:en
Short-container-title:Materials

Author:

Ellis Devon,Tabatabai Habib,Nabizadeh Azam^ORCID

Publisher

MDPI AG

Subject

General Materials Science

Link

http://www.mdpi.com/1996-1944/11/3/346/pdf

Reference36 articles.

1. Effect of High Temperature on Bond Strength of FRP Rebars

2. Report on Fiber-Reinforced Polymer Reinforcement for Concrete Structures,2007

3. Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars,2015

4. Design and Construction of Building Structures with Fibre-Reinforced Polymers,2017

5. Guide for the Design and Construction of Concrete Structures Reinforced with Fiber-Reinforced Polymer Bars,2006

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1. Tensile strength retention of fibre-reinforced polymer composites exposed to elevated temperatures: A meta-analysis review;Construction and Building Materials;2024-08

2. Bond performance between hybrid fiber-reinforced concrete and BFRP bars under freeze-thaw cycle;PLOS ONE;2024-05-13

3. Experimental Study of Dimensional Effects on Tensile Strength of GFRP Bars;Buildings;2024-04-24

4. A simple direct current model for residual bond strength assessment of embedded rebars in thermally damaged concrete;Construction and Building Materials;2024-04

5. Investigation of Residual Strength of GFRP Bar Reinforced Concrete Beams with Recycled Materials Under Elevated Temperature;Arabian Journal for Science and Engineering;2024-03-05

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