Cold-Formed Steel Equal Angles with Complex Edge Stiffeners under Axial-Compression Laboratory Testing, Numerical Simulation, and Design-Reference-Cited by-同舟云学术

Cold-Formed Steel Equal Angles with Complex Edge Stiffeners under Axial-Compression Laboratory Testing, Numerical Simulation, and Design

Published:2022-05 Issue:2 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Aruna G.¹^ORCID,Roy Krishanu²^ORCID,Lim James B. P.³,Suresh Kumar P.⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, BMS Institute of Technology and Management, Bengaluru, Karnataka 560064, India (corresponding author). ORCID: .

2. Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1023, New Zealand; School of Engineering, Civil Engineering, Univ. of Waikato, Hamilton 3216, New Zealand. ORCID: .

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1023, New Zealand; School of Engineering, Civil Engineering, Univ. of Waikato, Hamilton 3216, New Zealand.

4. Structural Engineer, PSK Structural Consulting Services, Salem, Tamil Nadu 636005, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000678

Reference15 articles.

1. Behaviour and design of fixed-ended steel equal-leg angle section columns

2. CUFSM (Constrained and UnConstrained Finite Strip Method). 2018. “Constrained and un constrained finite strip method.” In Thin-walled structure groups, Civil and system engineering. Baltimore: John Hopkins Univ.

3. Behavior of Cold-Formed Steel Plain Angle Columns

4. Investigation on single-bolted cold-formed steel angles with geometric imperfections under compression

5. Experimental and numerical study on single-bolted cold-formed angles under tension and compression;Fasoulakis Z. C.;Front. Built Environ.,2017

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