Shear strength of steel-concrete-steel composite panels. Part I: testing and numerical modelling
Shear strength of steel-concrete-steel composite panels. Part I: testing and numerical modelling
Bi-Steel is a system of double skin steel–concrete–steel construction. Units comprise of steel plates connected by an array of transverse friction welded shear connectors and filled with concrete. The experimental and numerical analysis of the shear strength of each friction weld subject to push out load is discussed in this paper. Finite element analysis using nonlinear discrete element models has been used to examine the local behaviour of concrete filled panels. Results from finite element analysis have been compared with experimental data for accuracy and behaviour trends. Conclusions drawn indicate the presence of several possible failure modes in the shear connection.
bi-steel, double skin construction, shear testing, finite element analysis
781-794
Clubley, S.K.
d3217801-61eb-480d-a6a7-5873b5f6f0fd
Moy, S.
d1b1f023-d32a-4b00-8a3f-17c89f91a51e
Xiao, R.
eab545f6-79f0-4320-831c-a120586e698e
June 2003
Clubley, S.K.
d3217801-61eb-480d-a6a7-5873b5f6f0fd
Moy, S.
d1b1f023-d32a-4b00-8a3f-17c89f91a51e
Xiao, R.
eab545f6-79f0-4320-831c-a120586e698e
Clubley, S.K., Moy, S. and Xiao, R.
(2003)
Shear strength of steel-concrete-steel composite panels. Part I: testing and numerical modelling.
Journal of Constructional Steel Research, 59 (6), .
(doi:10.1016/S0143-974X(02)00061-5).
Abstract
Bi-Steel is a system of double skin steel–concrete–steel construction. Units comprise of steel plates connected by an array of transverse friction welded shear connectors and filled with concrete. The experimental and numerical analysis of the shear strength of each friction weld subject to push out load is discussed in this paper. Finite element analysis using nonlinear discrete element models has been used to examine the local behaviour of concrete filled panels. Results from finite element analysis have been compared with experimental data for accuracy and behaviour trends. Conclusions drawn indicate the presence of several possible failure modes in the shear connection.
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Published date: June 2003
Keywords:
bi-steel, double skin construction, shear testing, finite element analysis
Organisations:
Infrastructure Group
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Local EPrints ID: 340965
URI: http://eprints.soton.ac.uk/id/eprint/340965
ISSN: 0143-974X
PURE UUID: a5a52544-cbf5-44b5-84f4-dbd22a038a35
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Date deposited: 19 Jul 2012 14:29
Last modified: 14 Mar 2024 11:32
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Author:
S.K. Clubley
Author:
S. Moy
Author:
R. Xiao
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