Nonlinear Behaviour of Concrete Foundation Slab

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A layered model is used for nonlinear analysis of a foundation concrete slab. Calculation is performed using interaction with elastic Winkler-Pasternak subsoil model and considering plastic yielding of slab layers. Two Drucker-Prager yield criterions define a nonlinear material model for concrete. Computation is done by the SIFEL solver using the Finite Element Method.

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Periodical:

Edited by:

Cyril Fischer

Pages:

495-502

Citation:

J. Fiedler and T. Koudelka, "Nonlinear Behaviour of Concrete Foundation Slab", Applied Mechanics and Materials, Vol. 821, pp. 495-502, 2016

Online since:

January 2016

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$38.00

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DOI: https://doi.org/10.4203/ccp.86.115

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DOI: https://doi.org/10.1016/0045-7949(91)90015-e

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