COMPOSITE MATERIAL MODEL FOR CONCRETE.

L. A. Contri; B. A. Schrefler

COMPOSITE MATERIAL MODEL FOR CONCRETE.

L. A. Contri, B. A. Schrefler

Houston Methodist

Research output: Book/Report › Book

2 Scopus citations

Abstract

Concrete is investigated on the meso-level, where emphasis is given to the effects of pores of inclusions (aggregates). The dispersing medium, where the aggregates are embedded, is treated as an elastoviscoplastic porous material containing also a liquid phase. The mathematical model employed applies to saturated and saturated-unsaturated flow in the deforming porous medium. A finite element approach is used for the investigation of time-dependent and time-independent behavior of concrete.

Original language	English
Place of Publication	Chichester, Engl
Publisher	Wiley
Number of pages	37
ISBN (Print)	0471901229
State	Published - Dec 1 1984

ASJC Scopus subject areas

General Engineering

Cite this

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abstract = "Concrete is investigated on the meso-level, where emphasis is given to the effects of pores of inclusions (aggregates). The dispersing medium, where the aggregates are embedded, is treated as an elastoviscoplastic porous material containing also a liquid phase. The mathematical model employed applies to saturated and saturated-unsaturated flow in the deforming porous medium. A finite element approach is used for the investigation of time-dependent and time-independent behavior of concrete.",

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AU - Contri, L. A.

AU - Schrefler, B. A.

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N2 - Concrete is investigated on the meso-level, where emphasis is given to the effects of pores of inclusions (aggregates). The dispersing medium, where the aggregates are embedded, is treated as an elastoviscoplastic porous material containing also a liquid phase. The mathematical model employed applies to saturated and saturated-unsaturated flow in the deforming porous medium. A finite element approach is used for the investigation of time-dependent and time-independent behavior of concrete.

AB - Concrete is investigated on the meso-level, where emphasis is given to the effects of pores of inclusions (aggregates). The dispersing medium, where the aggregates are embedded, is treated as an elastoviscoplastic porous material containing also a liquid phase. The mathematical model employed applies to saturated and saturated-unsaturated flow in the deforming porous medium. A finite element approach is used for the investigation of time-dependent and time-independent behavior of concrete.

UR - https://www.scopus.com/pages/publications/0021585349

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M3 - Book

AN - SCOPUS:0021585349

SN - 0471901229

BT - COMPOSITE MATERIAL MODEL FOR CONCRETE.

PB - Wiley

CY - Chichester, Engl

ER -

COMPOSITE MATERIAL MODEL FOR CONCRETE.

Abstract

ASJC Scopus subject areas

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