A user-supplied concrete material model for ADINA

M. Ala Saadeghvaziri

doi:10.1016/0045-7949(93)90344-D

A user-supplied concrete material model for ADINA

M. Ala Saadeghvaziri

Civil and Environmental Engineering

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

3 Scopus citations

Abstract

ADINA's capability in providing the user with the option to construct his/her own material model is employed to add a simple concrete material model. The simplicity of the model arises from the assumption of a uniaxial state of stress and it can be used for nonlinear analysis of members under primarily flexural and/or axial load. The effectiveness of the model under monotonic, as well as cyclic loading, is shown through analyses of three test problems.

Original language	English (US)
Pages (from-to)	591-600
Number of pages	10
Journal	Computers and Structures
Volume	47
Issue number	4-5
DOIs	https://doi.org/10.1016/0045-7949(93)90344-D
State	Published - Jun 3 1993

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Modeling and Simulation
General Materials Science
Mechanical Engineering
Computer Science Applications

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10.1016/0045-7949(93)90344-D

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abstract = "ADINA's capability in providing the user with the option to construct his/her own material model is employed to add a simple concrete material model. The simplicity of the model arises from the assumption of a uniaxial state of stress and it can be used for nonlinear analysis of members under primarily flexural and/or axial load. The effectiveness of the model under monotonic, as well as cyclic loading, is shown through analyses of three test problems.",

author = "Saadeghvaziri, {M. Ala}",

note = "Funding Information: Acknowledgements-The authorw ishetso acknowledgteh e support of National Science Foundation under grant No. BCS-9109115a,n d NJIT Foundation under the SBR",

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N2 - ADINA's capability in providing the user with the option to construct his/her own material model is employed to add a simple concrete material model. The simplicity of the model arises from the assumption of a uniaxial state of stress and it can be used for nonlinear analysis of members under primarily flexural and/or axial load. The effectiveness of the model under monotonic, as well as cyclic loading, is shown through analyses of three test problems.

AB - ADINA's capability in providing the user with the option to construct his/her own material model is employed to add a simple concrete material model. The simplicity of the model arises from the assumption of a uniaxial state of stress and it can be used for nonlinear analysis of members under primarily flexural and/or axial load. The effectiveness of the model under monotonic, as well as cyclic loading, is shown through analyses of three test problems.

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ER -

A user-supplied concrete material model for ADINA

Abstract

All Science Journal Classification (ASJC) codes

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