Strength of Partial-Joint-Penetration Groove Welds as Affected by Root Opening, Reinforcing, and Loading Direction-Reference-Cited by-同舟云学术

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Strength of Partial-Joint-Penetration Groove Welds as Affected by Root Opening, Reinforcing, and Loading Direction

Published:2020-08 Issue:8 Volume:146 Page:04020150
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Reynolds Mathew¹,Huynh Quang²,Rafezy Behzad³,Uang Chia-Ming⁴^ORCID

Affiliation:

1. Graduate Student Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

2. Senior Research and Development Analyst, SidePlate Systems, Inc., 25909 Pala, Suite 200, Mission Viejo, CA 92691.

3. Director of Research and Development, SidePlate Systems, Inc., 25909 Pala, Suite 200, Mission Viejo, CA 92691.

4. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093 (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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002717

Reference22 articles.

1. Notch Effects, Stress State, and Ductility

2. Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture

3. Full-scale tests of butt-welded splices in heavy-rolled steel sections subjected to primary tensile stresses;Bruneau M.;Eng. J.,1991

4. Strength of fillet welds as a function of direction of load;Butler L. J.;Weld. J. Res. Suppl.,1971

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