Numerical analysis on performance of Z, Hat and channel shaped CFS sections with and without web perforations-Reference-Cited by-同舟云学术

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Numerical analysis on performance of Z, Hat and channel shaped CFS sections with and without web perforations

Published:2023 Issue: Volume: Page:
ISSN:0094-243X
Container-title:5TH INTERNATIONAL CONFERENCE ON INNOVATIVE DESIGN, ANALYSIS & DEVELOPMENT PRACTICES IN AEROSPACE & AUTOMOTIVE ENGINEERING: I-DAD’22
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Author:

Ashiq A. S. Mohamed,Ramesh R.,Sreevidya V.

Publisher

AIP Publishing

Link

http://aip.scitation.org/doi/pdf/10.1063/5.0139352

Reference6 articles.

1. ANALYTICAL STUDY OF FLEXURAL BEHAVIOR OF COLD FORMED STEEL SECTIONS WITH AND WITHOUT PERFORATION

2. Ashok M. “Flexural Behavior of Cold-Formed Steel Hat Shaped Beams” International Journal of Earth Sciences and Engineering, June 2016, P.P. 258–263.

3. Effect of stiffened element and edge stiffener in strength and behaviour of cold formed steel built-up beams

4. Sadjad Amir Al-Jallad and Haitham Al-Thairy “Effect of Web Opening on The Axial Load Capacity of Steel Columns with Cold-Formed Thin-Walled Sections”, Kufa Journal of Engineering, Vol 7, No 3, P.P.13–26 (2016).

5. Distortional buckling of perforated cold-formed steel channel-section beams with circular holes in web

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