Experimental and Numerical Investigation of Headed Bar Joints between Precast Concrete Bridge Slabs Loaded in Tension-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation of Headed Bar Joints between Precast Concrete Bridge Slabs Loaded in Tension

Published:2023-11 Issue:11 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhao Weijian¹,Wang Lingmao²,Yang Yuanzhang³^ORCID,Takeda Hitoshi⁴,Kawaguchi Tetsuo⁵,Watanabe Takahiko⁶

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China; Center for Balance Architecture, Zhejiang Univ., Hangzhou 310028, China.

2. Graduate Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

3. Postdoctoral Researcher, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: .

4. Chief Research Engineer, Taisei Advanced Center of Technology, Taisei Corporation, Yokohama 245-0051, Japan.

5. Manager, Taisei Advanced Center of Technology, Taisei Corporation, Yokohama 245-0051, Japan.

6. Assistant Manager, Taisei Advanced Center of Technology, Taisei Corporation, Yokohama 245-0051, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6181

Reference30 articles.

1. ACI (American Concrete Institute). 2005. Building code requirements for structural concrete and commentary. ACI 318-05. Farmington Hills, MI: ACI.

2. Al-Mahaidi R. S. H. 1979. Nonlinear finite element analysis of reinforced concrete deep members. Rep. No. 79–1. Ithaca NY.

3. A hybrid methodology using finite elements and neural networks for the analysis of adhesive anchors exposed to hurricanes and adverse environments;Aragão Almeida S.;Eng. Struct.,2020

4. Lap splice tests using high-strength headed bars of 550 MPa (80 ksi) yield strength;Chun S. C.;ACI Struct. J.,2015

5. Development of a plasticity bond model for steel reinforcement

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. Finite element data-driven deep learning-based tensile failure analysis of precast bridge slab joint;Engineering Failure Analysis;2024-10

2. Seismic performance and parametric study of precast reinforced concrete Shear Wall structure with indirect‐lapping joints;Structural Concrete;2024-02-24