Interfacial bond behavior between ribbed CFRP bars and UHPFRC: Effects of anchorage length and cover thickness
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference39 articles.
1. Bond properties between smooth carbon fiber-reinforced polymer bars and ultra-high performance concrete modified with polymeric latexes and fibers;Khalil;Eur J Environ Civ Eng,2021
2. Tensile behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC) structure with cold joints;Feng;Eng Struct,2022
3. Experimental study on flexural behavior of hollow steel-UHPC composite bridge deck;Zou;Eng Struct,2023
4. Flexural and cracking behaviors of reinforced UHPC beams with various reinforcement ratios and fiber contents;Feng;Eng Struct,2021
5. Bond behavior of GFRP and steel bars in ultra-high-performance fiber-reinforced concrete;Yoo;Adv Compos Mater,2017
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. Section optimization design of UHPC beam bridges based on improved particle swarm optimization;Frontiers in Materials;2023-10-12
2. Bond performance of CFRP bars embedded in UHPFRC incorporating orientation and content of steel fibers;Journal of Building Engineering;2023-08
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