Analysis of shear-wall panels with a composite plasticity model

P.H. Feenstra; R. Borst, de; J.G. Rots

Analysis of shear-wall panels with a composite plasticity model

P.H. Feenstra, R. Borst, de, J.G. Rots

Research output: Chapter in Book/Report/Conference proceeding › Chapter › Academic

Abstract

A constitutive model for concrete is presented which is formulated within the framework of incremental plasticity. The major improvement of the model is the stable and accurate algorithm which can be derived. for tension, compression as well as tension-compression regimes. The analyses of shear-wall panels show that the composite plasticity model is well capable to describe 'the behavior of these type of structures.

Original language	English
Title of host publication	DIANA Computational mechanics '94
Editors	Ger M.A. Kusters, M.A.N. Hendriks
Place of Publication	Dordrecht
Publisher	Kluwer Academic Publishers
Pages	349-358
Number of pages	405
ISBN (Print)	0-7923-3104-4
Publication status	Published - 1994

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title = "Analysis of shear-wall panels with a composite plasticity model",

abstract = "A constitutive model for concrete is presented which is formulated within the framework of incremental plasticity. The major improvement of the model is the stable and accurate algorithm which can be derived. for tension, compression as well as tension-compression regimes. The analyses of shear-wall panels show that the composite plasticity model is well capable to describe 'the behavior of these type of structures.",

author = "P.H. Feenstra and {Borst, de}, R. and J.G. Rots",

year = "1994",

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publisher = "Kluwer Academic Publishers",

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T1 - Analysis of shear-wall panels with a composite plasticity model

AU - Feenstra, P.H.

AU - Borst, de, R.

AU - Rots, J.G.

PY - 1994

Y1 - 1994

N2 - A constitutive model for concrete is presented which is formulated within the framework of incremental plasticity. The major improvement of the model is the stable and accurate algorithm which can be derived. for tension, compression as well as tension-compression regimes. The analyses of shear-wall panels show that the composite plasticity model is well capable to describe 'the behavior of these type of structures.

AB - A constitutive model for concrete is presented which is formulated within the framework of incremental plasticity. The major improvement of the model is the stable and accurate algorithm which can be derived. for tension, compression as well as tension-compression regimes. The analyses of shear-wall panels show that the composite plasticity model is well capable to describe 'the behavior of these type of structures.

M3 - Chapter

SN - 0-7923-3104-4

SP - 349

EP - 358

BT - DIANA Computational mechanics '94

A2 - Kusters, Ger M.A.

A2 - Hendriks, M.A.N.

PB - Kluwer Academic Publishers

CY - Dordrecht

ER -