Weld Effective Lengths for Axially Loaded Transverse Plate-to-CHS Connections-Reference-Cited by-同舟云学术

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Weld Effective Lengths for Axially Loaded Transverse Plate-to-CHS Connections

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Newcomb Benjamin R. W.¹^ORCID,Tousignant Kyle²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Resource Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, NS, Canada B3H 4R2. ORCID:

2. Assistant Professor, Dept. of Civil and Resource Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, NS, Canada B3H 4R2 (corresponding author).

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/JSENDH.STENG-12012

Reference23 articles.

1. Design and behavior of multi-orientation fillet weld connections;Callele L. J.;AISC Eng. J.,2009

2. Predicting the strength of branch plate – RHS connections for punching shear

3. Ellingwood, B., T. V. Galambos, J. G. MacGregor, and C. A. Cornell. 1980. Development of a probability based load criterion for American national standard A58, Special Publication 577. Gaithersburg, MD: National Bureau of Standards.

4. Weldment Design for RHS Truss Connections. I: Applications

5. Weldment Design for RHS Truss Connections. II. Experimentation

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