Simulation of damage-permeability coupling in hygro-thermo mechanical analysis of concrete at high temperature

D. Gawin; F. Pesavento; B. A. Schrefler

doi:10.1002/cnm.472

Simulation of damage-permeability coupling in hygro-thermo mechanical analysis of concrete at high temperature

D. Gawin, F. Pesavento, B. A. Schrefler

Research output: Contribution to journal › Article › peer-review

76 Scopus citations

Abstract

This paper presents the numerical procedure used and the results obtained for full coupling between damage and intrinsic permeability in a recently developed model for heat and mass transfer and damage analysis of concrete at high temperature. A formula describing effects of damage on intrinsic permeability is numerically tested. A numerical example concerning high temperature behaviour of high performance concrete structure is presented, showing a considerable effect of damage-intrinsic permeability coupling on concrete hygrothermal performance.

Original language	English (US)
Pages (from-to)	113-119
Number of pages	7
Journal	Communications in Numerical Methods in Engineering
Volume	18
Issue number	2
DOIs	https://doi.org/10.1002/cnm.472
State	Published - Feb 1 2002

Keywords

Concrete
High temperature
Hygro-thermo-mechanical behaviour
Intrinsic permeability
Material damaging

ASJC Scopus subject areas

Engineering (miscellaneous)
Applied Mathematics
Computational Mechanics

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10.1002/cnm.472

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abstract = "This paper presents the numerical procedure used and the results obtained for full coupling between damage and intrinsic permeability in a recently developed model for heat and mass transfer and damage analysis of concrete at high temperature. A formula describing effects of damage on intrinsic permeability is numerically tested. A numerical example concerning high temperature behaviour of high performance concrete structure is presented, showing a considerable effect of damage-intrinsic permeability coupling on concrete hygrothermal performance.",

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AB - This paper presents the numerical procedure used and the results obtained for full coupling between damage and intrinsic permeability in a recently developed model for heat and mass transfer and damage analysis of concrete at high temperature. A formula describing effects of damage on intrinsic permeability is numerically tested. A numerical example concerning high temperature behaviour of high performance concrete structure is presented, showing a considerable effect of damage-intrinsic permeability coupling on concrete hygrothermal performance.

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KW - Hygro-thermo-mechanical behaviour

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KW - Material damaging

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Simulation of damage-permeability coupling in hygro-thermo mechanical analysis of concrete at high temperature

Abstract

Keywords

ASJC Scopus subject areas

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