The University of Southampton
University of Southampton Institutional Repository

Shear strength of steel-concrete-steel composite panels. Part II: detailed numerical modelling of performance

Shear strength of steel-concrete-steel composite panels. Part II: detailed numerical modelling of performance
Shear strength of steel-concrete-steel composite panels. Part II: detailed numerical modelling of performance
Earlier research developed a robust model of physical behaviour of steel-concrete-steel Bi-Steel panels. Further work, reported here has examined in detail the localised behaviour that affects panel shear strength. Stress distribution on the shear connector surface and through the plate thickness has been examined. Transverse plate separation and the effect of variable weld strength have been modelled in detail. The main conclusion from the work is that future design guidance must take into account the effect of plate spacing and plate thickness on shear strength.
bi-steel, double skin construction, localised behaviour, finite element analysis
0143-974X
795-808
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.
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 II: detailed numerical modelling of performance. Journal of Constructional Steel Research, 59 (6), 795-808. (doi:10.1016/S0143-974X(02)00062-7).

Record type: Article

Abstract

Earlier research developed a robust model of physical behaviour of steel-concrete-steel Bi-Steel panels. Further work, reported here has examined in detail the localised behaviour that affects panel shear strength. Stress distribution on the shear connector surface and through the plate thickness has been examined. Transverse plate separation and the effect of variable weld strength have been modelled in detail. The main conclusion from the work is that future design guidance must take into account the effect of plate spacing and plate thickness on shear strength.

Text
Shear_strength_of_Bi-Steel_Pt_2.pdf - Version of Record
Restricted to Repository staff only
Request a copy

More information

Published date: June 2003
Keywords: bi-steel, double skin construction, localised behaviour, finite element analysis
Organisations: Civil Maritime & Env. Eng & Sci Unit

Identifiers

Local EPrints ID: 340966
URI: https://eprints.soton.ac.uk/id/eprint/340966
ISSN: 0143-974X
PURE UUID: 61d3eced-a362-429f-a98a-29dd951a1cf3
ORCID for S.K. Clubley: ORCID iD orcid.org/0000-0003-3779-242X

Catalogue record

Date deposited: 25 Jul 2012 10:37
Last modified: 17 Jul 2019 00:41

Export record

Altmetrics

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of https://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×