Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity. II: Computation

Zdeněk P. Bažant; Ferhun C. Caner

doi:10.1061/(ASCE)0733-9399(2005)131:1(41)

Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity. II: Computation

Zdeněk P. Bažant^*, Ferhun C. Caner

^*Corresponding author for this work

Civil and Environmental Engineering

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

29 Scopus citations

Abstract

Following the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature.

Original language	English (US)
Pages (from-to)	41-47
Number of pages	7
Journal	Journal of Engineering Mechanics
Volume	131
Issue number	1
DOIs	https://doi.org/10.1061/(ASCE)0733-9399(2005)131:1(41)
State	Published - Jan 2005

Keywords

Concrete
Damage
Finite element method
Fracture
Inelastic action
Numerical models
Softening

ASJC Scopus subject areas

Mechanics of Materials
Mechanical Engineering

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10.1061/(ASCE)0733-9399(2005)131:1(41)

Cite this

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abstract = "Following the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature.",

keywords = "Concrete, Damage, Finite element method, Fracture, Inelastic action, Numerical models, Softening",

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year = "2005",

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N2 - Following the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature.

AB - Following the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature.

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KW - Damage

KW - Finite element method

KW - Fracture

KW - Inelastic action

KW - Numerical models

KW - Softening

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Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity. II: Computation

Abstract

Keywords

ASJC Scopus subject areas

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