Behavior and Strength of Headed Stud–SFRCC Shear Connection. I: Experimental Study-Reference-Cited by-同舟云学术

Behavior and Strength of Headed Stud–SFRCC Shear Connection. I: Experimental Study

Published:2016-02 Issue:2 Volume:142 Page:04015112
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Luo Yunbiao¹,Hoki Kazuaki²,Hayashi Kazuhiro³,Nakashima Masayoshi⁴

Affiliation:

1. Assistant Professor, Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin Univ., Tianjin 300-072, China; formerly, Postdoctoral Fellow, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan (corresponding author).

2. Lecturer, Faculty of Environmental Engineering, Univ. of Kitakyushu, Hibikino, Wakamatsu-ku, Kitakyushu, Fukuoka 808-0135, Japan.

3. Assistant Professor, Dept. of Architecture and Civil Engineering, Toyohashi Univ. of Technology, 1-1 Hibarigaoka, Tempaku-cho, Toyohashi, Aichi 441-8580, Japan.

4. Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001363

Reference20 articles.

1. AASHTO and LRFD. (2012). “Bridge design specifications 2012.” Washington DC.

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

3. Pryout Capacity of Cast-In Headed Stud Anchors

4. ANSI/AISC (American National Standard Institute). (2010). “Specification for structural steel buildings.” ANSI/AISC 360 Chicago.

5. Architectural Institute of Japan. (2010). “Design recommendations for composite constructions.” Tokyo.

Cited by 74 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. Explainable AI based slip prediction of steel-UHPC interface connected by shear studs;Expert Systems with Applications;2025-01

2. A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction;Journal of Structural Engineering;2024-08

3. Experimental investigation on flexural performance of steel-UHPC composite beams with steel shear keys;Engineering Structures;2024-08

4. APPLICATION OF MACHINE LEARNING MODELS AND GSA METHOD FOR DESIGNING STUD CONNECTORS;JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT;2024-05-17

5. Experimental and theoretical investigations on the static behavior of low aspect ratio shear stud connectors in ultra high performance concrete;Structures;2024-05