Confinement-shear lattice model for concrete damage in tension and compression: II. Computation and validation

Gianluca Cusatis; Zdeněk P. Bažant; Luigi Cedolin

doi:10.1061/(ASCE)0733-9399(2003)129:12(1449)

Confinement-shear lattice model for concrete damage in tension and compression: II. Computation and validation

Gianluca Cusatis^*, Zdeněk P. Bažant, Luigi Cedolin

^*Corresponding author for this work

Civil and Environmental Engineering

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

121 Scopus citations

Abstract

The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect.

Original language	English (US)
Pages (from-to)	1449-1458
Number of pages	10
Journal	Journal of Engineering Mechanics
Volume	129
Issue number	12
DOIs	https://doi.org/10.1061/(ASCE)0733-9399(2003)129:12(1449)
State	Published - Dec 2003

Keywords

Computer analysis
Concrete
Damage
Failures
Fractures
Materials tests
Microstructure
Nonlinear analysis
Particle distribution
Particle interactions
Softening

ASJC Scopus subject areas

Mechanics of Materials
Mechanical Engineering

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abstract = "The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect.",

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author = "Gianluca Cusatis and Ba{\v z}ant, {Zden{\v e}k P.} and Luigi Cedolin",

year = "2003",

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T2 - II. Computation and validation

AU - Cusatis, Gianluca

AU - Bažant, Zdeněk P.

AU - Cedolin, Luigi

PY - 2003/12

Y1 - 2003/12

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AB - The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect.

KW - Computer analysis

KW - Concrete

KW - Damage

KW - Failures

KW - Fractures

KW - Materials tests

KW - Microstructure

KW - Nonlinear analysis

KW - Particle distribution

KW - Particle interactions

KW - Softening

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ER -

Confinement-shear lattice model for concrete damage in tension and compression: II. Computation and validation

Abstract

Keywords

ASJC Scopus subject areas

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