Abstract
A nonlinear 3D analysis of a composite slab with a partial interaction between steel thin-walled sheeting and concrete has been performed and compared to experimental results. The agreement in ultimate capacity and ductility between the actual test results for longitudinal shear and flexural failure indicate proper modelling and correct input data Material and interaction properties have been determined from standardized and originally designed small scale tests, respectively. Cracking and plasticity of the concrete, plasticity and isotropic hardening in the sheeting, nonlinear shear resistance, and friction at the interface between concrete and sheeting are included in the numerical model.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
H.R. Evans, H.D. Wright: Steel-concrete composite flooring deck structures, p.21–52, Steel-concrete composite structures, ed. by R.Narayanan, Elsevier Applied Science Publishers, London 1988, England
M. Veljkovic: Development of a new sheeting profile for composite floors, Experimental study and interpretation, Tulea 1993:47, Lulea University of Technology, Lulea’ 1993, Sweden
R.de Borst, J.G. Rots: Occurrence of spurious mechanisms in computations of strain-softening solids, Eng. Comput. 1989, Vol 6. December
J.C.J. Schellekens: Computation strategies for composite structures, thesis presented to Delft University of Technology, at Delft, Netherlands, 1992
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1994 Springer Science+Business Media Dordrecht
About this paper
Cite this paper
Veljković, M. (1994). 3D Nonlinear Analysis of Composite Slabs. In: Kusters, G.M.A., Hendriks, M.A.N. (eds) DIANA Computational Mechanics ‘94. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-1046-4_37
Download citation
DOI: https://doi.org/10.1007/978-94-011-1046-4_37
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-4454-7
Online ISBN: 978-94-011-1046-4
eBook Packages: Springer Book Archive