The effect of type of mechanical anchors on bond behavior of ribbed-surface GFRP bars embedded in concrete
Author:
Publisher
Elsevier BV
Subject
Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference61 articles.
1. Fiber-reinforced-plastic (FRP) reinforcement for concrete structures: properties and applications;Hensher;Elsevier,2016
2. Long-term bond performance of GFRP bars in concrete under temperature ranging from 20 C to 80 C;Masmoudi;Construct. Build. Mater.,2011
3. Fundamental mechanisms of bonding of glass fiber reinforced polymer reinforcement to concrete;Soong;Construct. Build. Mater.,2011
4. Durability of GFRP bars' bond to concrete under different loading and environmental conditions;Alves;J. Compos. Construct.,2010
5. Bond performances of FRP rebars-reinforced concrete;Antonietta Aiello;J. Mater. Civ. Eng.,2007
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Dynamic response of concrete beams reinforced with GFRP and steel bars under impact loading;Engineering Failure Analysis;2024-07
2. Experimental investigation of flexural bond behavior of sand-coated GFRP rebar embedded in concrete;Journal of Building Engineering;2024-06
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