The Finite Element Analysis of Mechanical Behavior of New Connection

Article Preview

Abstract:

Purlin connections have important influence on the stiffness, bearing capacity and the purlin calculation methods. A new kind of purlin connection was put forward in this paper. The mechanical behavior of the new connection was studied by finite element analysis using software ANSYS. As can be seen from the simulation results, the new connection can enhance the stiffness of purlin, and effect of each new wave connection is better than the promotion of purlin stiffness in the vibration wave connection. New connection has a better promotion effect for small stiffness of purlin.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1281-1284

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Ling Huang. Dsign and analysis of Cold-formed thin-walled steel purlin steel weight. Beijing:Building science Vol. 22 (2006) , pp.78-81 (In Chinese).

Google Scholar

[2] Zhirong Xie. Static performance of self-tapping screws connecting node curling channel purlins. China Master's Theses Full-text Database (2011)(In Chinese).

Google Scholar

[3] M. Mahendran. Splitting Failures in Trapezoidal Steel Roof Cladding. American Society of Civil Engineers, (2004).

Google Scholar

[4] Pingcao Zhou. Design methods on Anti snow loads of cold-formed steel purlins. . Beijing:Building science Vol. 25 (2009), pp.43-47 (In Chinese).

Google Scholar

[5] Jurgen Becque. Stability of Z-Section Purlins Used as Temporary Struts during Construction. American Society of Civil Engineers, (2012).

Google Scholar

[6] Huilin Du. Vertical joints constraint function on support of purlin roofing system. Hangzhou Zhejiang University,(2013)(In Chinese).

Google Scholar

[7] Michael C. Neubert. Estimation of Required Restraint Forces : Z-Purlin Supported, Sloped Roofs Under Gravity Loads. American Society of Civil Engineers(2000).

DOI: 10.1061/40492(2000)134

Google Scholar