A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction-Reference-Cited by-同舟云学术

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A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Xuhui¹,Cheng Long²,Xu Fu³,Yang Caiqian³,Wang Lei⁴

Affiliation:

1. Associate Professor, College of Civil Engineering, Xiangtan Univ., Xiangtan 411105, China.

2. Graduate Student, College of Civil Engineering, Xiangtan Univ., Xiangtan 411105, China.

3. Professor, College of Civil Engineering, Xiangtan Univ., Xiangtan 411105, China.

4. Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13164

Reference49 articles.

1. Development of ultra-high performance concrete with locally available materials

2. Push-out tests on studs in high strength and normal strength concrete

3. Flexural and shear behavior of steel-UHPC composite beams: a review

4. Finite element analysis of headed studs embedded in thin UHPC

5. Static and Fatigue Behavior of Short-Headed Studs Embedded in a Thin Ultrahigh-Performance Concrete Layer

Cited by 1 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. Synergistic effects of interfacial friction on shear performance of stud-NSC composite connection;Structures;2024-08

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