Push-out tests of demountable headed stud shear connectors in steel-UHPC composite structures-Reference-Cited by-同舟云学术

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Push-out tests of demountable headed stud shear connectors in steel-UHPC composite structures

Published:2017-06 Issue: Volume:170 Page:69-79
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Wang Jun-Yan,Guo Jun-Yuan,Jia Liang-Jiu,Chen Shi-Ming,Dong Yang

Funder

National Nature Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference30 articles.

1. Effect of fiber orientation on the rate-dependent flexural behavior of ultra-high-performance fiber-reinforced concrete;Yoo;Compos Struct,2016

2. Response of ultra-high-performance fiber-reinforced concrete beams with continuous steel reinforcement subjected to low-velocity impact loading;Yoo;Compos Struct,2015

3. Local bond-slip response of GFRP rebar in ultra-high-performance fiber-reinforced concrete;Yoo;Compos Struct,2015

4. Effect of fiber content on mechanical and fracture properties of ultra high performance fiber reinforced cementitious composites;Yoo;Compos Struct,2013

5. Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber;Kang;Compos Struct,2010

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1. Data-driven shear capacity analysis of headed stud in steel-UHPC composite structures;Engineering Structures;2024-12

2. Pushout tests on demountable bolted angle shear connectors for steel-concrete composite structures;Engineering Structures;2024-10

3. Fatigue performance of composite-steel injected connectors at room and elevated temperatures;Engineering Structures;2024-09

4. Cyclic behavior of rubber-coated stud-UHPC shear connectors exposed to reversed cyclic loadings;Engineering Structures;2024-09

5. Shear Performance of Prefabricated Steel Ultra-High-Performance Concrete (UHPC) Composite Beams under Combined Tensile and Shear Loads: Single Embedded Nut Bolts vs. Studs;Buildings;2024-08-06

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