Improved Design Shear Method for the Bolted Cold-Formed Steel Clip-Angle Connector-Reference-Cited by-同舟云学术

Improved Design Shear Method for the Bolted Cold-Formed Steel Clip-Angle Connector

Published:2023-05 Issue:5 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mallepogu Nagaraju¹^ORCID,Madhavan Mahendrakumar²^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502284, India. ORCID: .

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502284, India (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/JSENDH.STENG-11666

Reference13 articles.

1. The art of coupon tests

2. Experimental study on beam-to-column clip angle bolted connection

3. Comparative experimental studies on the web cleat bolted CFS beam-to-column connection

4. Effectiveness of CFS web cleat bolted connections between beam–to–column

5. Numerical modeling on thin-walled cold-formed steel clip angles subjected to pull-out failures

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1. New design shear method for the bolted CFS connector in a CFS beam-to-column connection;Journal of Constructional Steel Research;2024-11

2. An experimental study of cold-formed steel connections with screwed clip angle under tension and shear loads;Structures;2024-08

3. Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat;Journal of Structural Engineering;2024-06