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Finite Element Modeling Of Cold Formed Steel Columns Strengthened With Cfrp

Submitted2016-12-13
Last Update2016-12-13
TitleFinite Element Modeling Of Cold Formed Steel Columns Strengthened With Cfrp
Author(s)Author #1
Author title:
Name: Sreedhar Kalavagunta
Org: Structural Engineering, Bentley Systems Singapore Pvt. Ltd
Country:
Email: sreedhar.bala@gmail.com

Author #2
Author title:
Name: Sivakumar Naganathan
Org: Civil Engineering, Universiti Tenaga Nasional, Selangor, Malaysia
Country:
Email:

Author #3
Author title:
Name: Kamal Nasharuddin Bin Mustapha
Org: Civil Engineering, Universiti Tenaga Nasional, Selangor, Malaysia
Country:
Email:

Author #4
Author title:
Name: Goh Kay Yun
Org: Civil Engineering, Universiti Tenaga Nasional, Selangor, Malaysia
Country:
Email:

Other Author(s)
Contact AuthorAuthor #1
Alt Email: sreedhar.bala@gmail.com
Telephone:
KeywordsFinite element analysis, Cold formed steel columns, CFRP strengthening
AbstractAdvances in the field of finite element analysis software in the past 50 years have been quite extensive and have led to considerable benefits in research industry, mainly for composite structures. In this paper, finite element analysis was carried out to investigate the failure modes and axial capacity of CFRP strengthened cold formed steel lipped channel sections. A total of 27 test cases were analyzed using FEA software and results were compared with capacities recorded from the experimental tests. The results indicate that the proposed FEA modeling with material properties can be used to calculate the axial capacity of CFRP strengthened cold formed lipped channel sections.
Paperview paper 3779.pdf (1055KB)

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