Strength of Bolted Lap Shear Connections with Advanced High-Strength Steel Sheets

Author:

Ding Chu1ORCID,Xia Yu2ORCID,Li Zhanjie3ORCID,Blum Hannah B.4ORCID,Schafer Benjamin W.5

Affiliation:

1. Adjunct Assistant Research Scientist, Dept. of Civil and Systems Engineering, Johns Hopkins Univ., Baltimore, MD 21218 (corresponding author). ORCID: .

2. Assistant Professor, School of Engineering and Technology, China Univ. of Geosciences (Beijing), Beijing 100083, China. ORCID: .

3. Associate Professor of Civil Engineering, Dept. of Engineering, SUNY Polytechnic Institute, Utica, NY 13502. ORCID: .

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53715. ORCID: .

5. Professor, Dept. of Civil and Systems Engineering, Johns Hopkins Univ., Baltimore, MD 21218.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. Prediction of Ductile Fracture in Steel Connections Using SMCS Criterion

2. Dhalla A. K. 1971. “Influence of ductility on the structural behavior of cold-formed steel members.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Cornell Univ.

3. Steel Ductility Measurements

4. Suggested Steel Ductility Requirements

5. Ding C. 2022. “Strength and behavior of advanced high strength steel structural components.” Ph.D. dissertation Dept. of Civil and Systems Engineering Johns Hopkins Univ.

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