Experimental Investigation and Modeling of FRP–Concrete Joint Bond Strength Based on Failure Depth
出版年份 2021 全文链接
标题
Experimental Investigation and Modeling of FRP–Concrete Joint Bond Strength Based on Failure Depth
作者
关键词
-
出版物
JOURNAL OF COMPOSITES FOR CONSTRUCTION
Volume 25, Issue 6, Pages 04021050
出版商
American Society of Civil Engineers (ASCE)
发表日期
2021-08-31
DOI
10.1061/(asce)cc.1943-5614.0001161
参考文献
相关参考文献
注意:仅列出部分参考文献,下载原文获取全部文献信息。- An empirical FRP-concrete bond-slip model for externally-bonded reinforcement on grooves
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- Effect of aggregate content on the CFRP-concrete effective bond length: An experimental and analytical study
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- Effect of Aggregate Size on the Bond Behavior between Carbon Fiber–Reinforced Polymer Sheets and Concrete
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- Investigating the effects of concrete compressive strength, CFRP thickness and groove depth on CFRP-concrete bond strength of EBROG joints
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- Influence of Roughness on Shear Bonding Performance of CFRP-Concrete Interface
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- Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models
- (2013) Ardalan Hosseini et al. INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES
- Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints
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- Unified Strength Model Based on Hoek-Brown Failure Criterion for Circular and Square Concrete Columns Confined by FRP
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- On shear bond strength of FRP-concrete structures
- (2009) Yefei Wu et al. ENGINEERING STRUCTURES
- Experimental studies on bond behaviour of high strength CFRP plates
- (2007) Weichen Xue et al. COMPOSITES PART B-ENGINEERING
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