Net Section Failure of S690 High-Strength Steel Angle-to-Plate Connections-Reference-Cited by-同舟云学术

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Net Section Failure of S690 High-Strength Steel Angle-to-Plate Connections

Published:2022-04 Issue:4 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Jiang Ke¹,Zhao Ou²^ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

2. Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003322

Reference20 articles.

1. Predicting Steel Tensile Responses and Fracture Using the Phenomenological Ductile Shear Fracture Model

2. Updating standard shape material properties database for design and reliability;Bartlette F. M.;Eng. J.,2003

3. Tensile tests on welded and riveted structural members;Davis R. P.;J. Am. Welding Soc.,1934

4. Dowling, N. E. 1999. Mechanical behavior of materials. New York: Prentice Hall.

5. Behaviour and strength of bolted connections failing in shear

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