Numerical Modelling and Laboratory Testing of Selected Bolt Connections of Steel Structures

Author:

Jurčíková Anežka1,Rosmanit Miroslav1

Affiliation:

1. VSB-Technical University of Ostrava

Abstract

Subject of this paper is numerical modelling of steel assembling bolt connections of CHS (circular hollow sections) or L-profiles respectively in the FEM software ANSYS 12.0 and their subsequent comparison with performed laboratory experiments. Non-linear calculations with both plastic behavior of materials and influence of large deformations were taken into account. Comparison of results, in the form of load-deformation curves, showed that numerical models describe the basic behavior of those joints. The direct numerical model outputs were modified. This modification was made with respect to real laboratory conditions taking into account the effect of the trial press machine slip stiffness and the initial slip.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference13 articles.

1. EN 1993-1-8, Eurocode 3: Design of steel structures - Part 1-8: Design of joints. CEN, (2006).

2. Hantouche, E.G., Rassati, G.A., Kukreti, A.R., Swanson, J.A.: Built-up T-stub connections for moment resisting frames: Experimental and finite element investigation for prequalification. In Engineering Structures, Volume 43, 2012, pp.139-148. ISSN 0141-0296.

3. Jaspart, J. P., Pietrapertosa, C., Weynand, K., Busse, E. and Klinkhammer, R.: Development of a full consistent design approach for bolted and welded joints in building frames and trusses between steel members made of hollow and/or open sections: application of the component method. Volume 1: practical guidelines. CIDECT Report 5BP – 4/05, (2005).

4. Katula, L., Márai, P.: Study the prying effect on bolted base-plate connections. In Periodica Polytechnica – Civil Engineering, Volume 57(2), 2013, pp.157-172. ISSN 1587-3773.

5. Wheeler, A., Clarke, M. and Hancock, G. J.: Design Model for Bolted Moment End Plate Connections Joining Rectangular Hollow Sections Using Eight Bolts. Research Report No R827, Department of Civil Engineering, The University of Sydney, March (2003).

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