Finite Element Investigation on Ultimate Strength of Bolted Connections

Article Preview

Abstract:

In this paper, the ultimate behaviour of bolted connections and the effect of various configurations of bolted connections on the ultimate strength are thoroughly investigated. Through finite element modelling, the stress distributions, bolt load distributions, and the effect of bolt sizes and bolt arrangements are studied in detail. The finite element analysis results show that the square shape arrangement of a bolted connection has a higher ultimate strength than that of the diamond shape arrangement. The ultimate strength of bolted connection increases as the bolts size increase until a limitation of improvement in strength is reached.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1157-1163

Citation:

Online since:

May 2012

Export:

Price:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] G.J. van der Vegte and Y. Makino, Numerical simulation of bolted connections: the implicit versus the explicit approach, Connections in Steel Structures V, edited by F.S.K. Bijlaard, A.M. Gresnigt, G.J. van der Vegte / Bouwen met Staal, The Netherlands (2004), pp.89-98.

DOI: 10.1201/9780203734971-62

Google Scholar

[2] J. Fernandez, A. Pernia, F.J. Martinez-de-Pison and R. Lostado, Prediction models for calculating bolted connections using data mining techniques and the finite element method, Engineering Structures, Vol. 32 (2010), pp.3018-3027.

DOI: 10.1016/j.engstruct.2010.05.021

Google Scholar

[3] Y.H. Huang, R.H. Wang, J.H. Zou and Q. Gan, Finite element analysis and experimental study on high strength bolted friction grip connections in steel bridges, Journal of Constructional Steel Research, Vol. 66 (2010), pp.803-815.

DOI: 10.1016/j.jcsr.2010.01.003

Google Scholar

[4] T.S. Kim, H. Kuwamura, S.H., Kim, Y.T. Lee and T.J. Cho, Investigation on ultimate strength of thin-walled steel single shear bolted connections with two bolts using finite element analysis, Thin-Walled Structures, Vol. 47 (2009), pp.1191-1202.

DOI: 10.1016/j.tws.2009.04.009

Google Scholar

[5] C.A. Rogers and G. J. Hancock: Failure modes of bolted sheet steel connection loaded in shear, Journal of Structural Engineering, Vol. 126 (2000), pp.288-296.

DOI: 10.1061/(asce)0733-9445(2000)126:3(288)

Google Scholar

[6] DS-SIMULIA, ABAQUS, Version 6.10 (2011), Analysis User's Manual.

Google Scholar