EFFECT OF CONNECTORS INTERACTION IN BEHAVIOUR AND ULTIMATE STRENGTH OF INTERMEDIATE LENGTH COLD FORMED STEEL OPEN COLUMNS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

ANBARASU M.; SUKUMAR S.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2013 | Volume:14 | Issue:2 Page(s): 305-317

Download Full-Text

View:

360

Download:

202

Cites:

Information Journal Paper

Title

EFFECT OF CONNECTORS INTERACTION IN BEHAVIOUR AND ULTIMATE STRENGTH OF INTERMEDIATE LENGTH COLD FORMED STEEL OPEN COLUMNS

Author(s)

ANBARASU M. | SUKUMAR S. | Issue Writer Certificate

Keywords

COLD-FORMED STEEL

COLUMNS

CONNECTORS

THIN WALLED MEMBERS

DISTORTIONAL BUCKLING

Abstract

This work aims to study the effect of connector interaction in behaviour and ultimate strength of intermediate length CFS open sections under axial compression. A stiffened channel section is considered for the study it included a total of 6 structural tests. Finite element models were developed using ANSYS including geometric and material non linearities. The numerical results were validated on the basis of the test results and both has good agreement with each other. An extensive parametric study on the influence of depth and spacing of CONNECTORS was carried out using this finite element procedure. The strength predicted by the finite element model and tested specimens of open sections were compared with the design strength calculated using the DSM–AISI 100: 2007, AS/NZS: 4600-2005 and IS: 801-1975. Recommendations concerning the design of the section with CONNECTORS are given based on the results.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

ANBARASU, M., & SUKUMAR, S.. (2013). EFFECT OF CONNECTORS INTERACTION IN BEHAVIOUR AND ULTIMATE STRENGTH OF INTERMEDIATE LENGTH COLD FORMED STEEL OPEN COLUMNS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 14(2), 305-317. SID. https://sid.ir/paper/299016/en

Vancouver: Copy

ANBARASU M., SUKUMAR S.. EFFECT OF CONNECTORS INTERACTION IN BEHAVIOUR AND ULTIMATE STRENGTH OF INTERMEDIATE LENGTH COLD FORMED STEEL OPEN COLUMNS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2013;14(2):305-317. Available from: https://sid.ir/paper/299016/en

IEEE: Copy

M. ANBARASU, and S. SUKUMAR, “EFFECT OF CONNECTORS INTERACTION IN BEHAVIOUR AND ULTIMATE STRENGTH OF INTERMEDIATE LENGTH COLD FORMED STEEL OPEN COLUMNS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 14, no. 2, pp. 305–317, 2013, [Online]. Available: https://sid.ir/paper/299016/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops