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Testing and numerical modelling of Bi-Steel plate subject to push-out loading

Testing and numerical modelling of Bi-Steel plate subject to push-out loading
Testing and numerical modelling of Bi-Steel plate subject to push-out loading
Bi-Steel panels are a newly patented composite construction system developed by British Steel Plc. They comprise of steel plates permanently coupled by a matrix of transverse friction welded rods. The shear strength and deformation capacity of the Bi-Steel unit subject to push out load is discussed in this paper. Numerical modelling by the use of finite element analysis has been conducted on Bi-Steel plates with and without in-filled concrete. The results of non-linear analysis are compared with experimental data. Both material and geometrical non-linearity were considered in the computing analysis. A design model has been suggested for deformation calculation due to shear action.
978-0-08-043015-7
467-476
Elsevier
Clubley, S.K.
d3217801-61eb-480d-a6a7-5873b5f6f0fd
Xiao, R.Y.
7625fce1-63c6-4b1f-b1a4-ba130c5871fd
Chan, S.L.
Teng, J.G.
Clubley, S.K.
d3217801-61eb-480d-a6a7-5873b5f6f0fd
Xiao, R.Y.
7625fce1-63c6-4b1f-b1a4-ba130c5871fd
Chan, S.L.
Teng, J.G.

Clubley, S.K. and Xiao, R.Y. (1999) Testing and numerical modelling of Bi-Steel plate subject to push-out loading. Chan, S.L. and Teng, J.G. (eds.) In Advances in Steel Structures (ICASS '99) - Proceedings of The Second International Conference on Advances in Steel Structures, 15–17 December 1999, Hong Kong, China. Elsevier. pp. 467-476 . (doi:10.1016/B978-008043015-7/50055-5).

Record type: Conference or Workshop Item (Paper)

Abstract

Bi-Steel panels are a newly patented composite construction system developed by British Steel Plc. They comprise of steel plates permanently coupled by a matrix of transverse friction welded rods. The shear strength and deformation capacity of the Bi-Steel unit subject to push out load is discussed in this paper. Numerical modelling by the use of finite element analysis has been conducted on Bi-Steel plates with and without in-filled concrete. The results of non-linear analysis are compared with experimental data. Both material and geometrical non-linearity were considered in the computing analysis. A design model has been suggested for deformation calculation due to shear action.

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More information

Published date: December 1999
Venue - Dates: Advances in Steel Structures (ICASS '99), Hong Kong, Hong Kong, 1999-12-01
Organisations: Infrastructure Group

Identifiers

Local EPrints ID: 340968
URI: http://eprints.soton.ac.uk/id/eprint/340968
ISBN: 978-0-08-043015-7
PURE UUID: 1d07b210-3a8c-4c51-bdf5-8185454f6207
ORCID for S.K. Clubley: ORCID iD orcid.org/0000-0003-3779-242X

Catalogue record

Date deposited: 02 Aug 2012 15:16
Last modified: 07 Oct 2020 05:18

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Contributors

Author: S.K. Clubley ORCID iD
Author: R.Y. Xiao
Editor: S.L. Chan
Editor: J.G. Teng

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