Effect of freeze-thaw cycles on concrete reinforced with basalt-fiber reinforced polymers (BFRP) bars-Reference-Cited by-同舟云学术

Effect of freeze-thaw cycles on concrete reinforced with basalt-fiber reinforced polymers (BFRP) bars

Published:2017-08 Issue: Volume:145 Page:135-146
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Khanfour Mohamed-Akram,El Refai Ahmed

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. ACI (American Concrete Institute), Guide test methods for fiber- reinforced polymers (FRPs) for reinforcing or strengthening concrete structures, ACI 440.3R-04, Farmington Hills, MI, 2004.

2. Bond degradation of basalt fiber-reinforced polymer (BFRP) bars exposed to accelerated aging conditions;Altalmas;Constr. Build. Mater.,2015

3. Temperature effect on bond properties of fiber-reinforced polymer (FRP) bars embedded in concrete;Alvarez,2004

4. The effect of material degradation on bond properties of fiber reinforced plastic reinforcing bars in concrete;Bank;ACI Mater. J.,1998

5. Bond durability of FRP bars embedded in fiber-reinforced concrete;Belarbi;J. Compos. Constr.,2012

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

2. Study on bond properties between near-surface mounted BFRP bars and concrete under freeze-thaw cycles in seawater;Ocean Engineering;2024-05

3. Bond–Slip Performance of Steel–Fiber-Reinforced Polymer Composite Bars (SFCBs) and Glass Fiber with Expansion-Agent-Reinforced Seawater Sea-Sand Concrete (GF-EA-SSSC) under Freezing–Thawing Environment;Buildings;2024-04-17

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5. Study on Durability and Compression Behaviors of BFRP Bars under Seawater Deterioration and Constraint Condition;Journal of Materials in Civil Engineering;2024-03