Fatigue growth behavior of mode II crack in headed stud steel used in steel–concrete composite structures
Author:
Funder
Hunan Provincial Natural Science Foundation
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference47 articles.
1. Push-out behavior of headed shear studs welded on thin plates and embedded in UHPC;Kruszewski;Eng. Struct.,2018
2. Numerical study of steel–concrete composite beams strengthened by CFRP plates with prestressed unbonded reinforcement system;Chen;Eng. Fail. Anal.,2023
3. Corrosion of steel rebars across UHPC joint interface under chloride attack;Zhang;Constr. Build. Mater.,2023
4. Fatigue performance of stud shear connectors in steel-concrete composite beam with initial damage;Lu;Eng. Struct.,2023
5. Fatigue evaluation on headed stud connectors with toe-plate failure mode using hot spot stress approach;Liu;Eng. Fail. Anal.,2020
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. A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction;Journal of Structural Engineering;2024-08
2. Synergistic effects of interfacial friction on shear performance of stud-NSC composite connection;Structures;2024-08
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