Author Login IJIRT Partner Network (IPN) Login

Comparison study of Experimental and ANSYS Results of Cold Formed Steel Angle Sections

  • Unique Paper ID: 147253
  • Volume: 5
  • Issue: 6
  • PageNo: 182-186
  • Abstract:
  • The effective sectional area concept was adopted to conduct the analysis of cold-formed Tension members. ANSYS software was utilized to simulate the behavior of cold formed steel angle under tension load. The paper describes the results from a finite element investigation into the load capacity tension members of single angle sections of 2mm and 4mm and double angles sections of 2mm and 4mm under plain (without Lipped) and with Lipped conditions subjected to tension. Results were recorded as the load carrying capacity increases for connected to the opposite side of the gusset than the connected to same side. Comparison between Experimental Load, ANSYS Load. Results of Finite Element Analyses are compared with experimental results.
Download article email to a friend

Cite This Article

  • ISSN: 2349-6002
  • Volume: 5
  • Issue: 6
  • PageNo: 182-186

Comparison study of Experimental and ANSYS Results of Cold Formed Steel Angle Sections

Related Articles

05 Dec, 2018

A study on cold formed steel angle sections under tension loading condition

Read More
Impact Factor
8.01 (Year 2024)
UGC Approved
Journal no 47859

Join Our IPN

IJIRT Partner Network

Submit your research paper and those of your network (friends, colleagues, or peers) through your IPN account, and receive 800 INR for each paper that gets published.

Join Now

Latest Publication

Archive

View More

Recent Conferences

NCSEM 2024

National Conference on Sustainable Engineering and Management - 2024 Last Date: 15th March 2024

Submit inquiry