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Information Journal Paper

Title

A CONTINUUM/DISCONTINUUM MICRO PLANE DAMAGE MODEL FOR CONCRETE

Pages

  296-313

Keywords

Not Registered.

Abstract

 Analysis and prediction of structural response to static or dynamic loading requires prediction of concrete response to variable load histories. The constitutive equations for the mechanical behavior of concrete capable of seeing damage effects or crack growth procedure under loading/unloading/reloading was developed upon micro-plane framework. The proposed damage formulation has been built on the basis of five fundamental types of stress/strain combinations, which essentially may occur on any of micro-planes. Model verification under different loading/unloading/reloadingstress/strainpaths has been examined. The proposed model is capable of presenting pre-failure history of stress/strain progress on different predefined sampling planes through material. Many of mechanical behavior aspects happen during plasticity such as induced anisotropy, rotation of principal stress/strain axes, localization of stress/strain, and even failure mechanism are predicted upon a simple rational way and can be presented.

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  • Cite

    APA: Copy

    SADRNEZHAD, S.A.A.D., & LABIBZADEH, M.. (2006). A CONTINUUM/DISCONTINUUM MICRO PLANE DAMAGE MODEL FOR CONCRETE. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 4(4), 296-313. SID. https://sid.ir/paper/271743/en

    Vancouver: Copy

    SADRNEZHAD S.A.A.D., LABIBZADEH M.. A CONTINUUM/DISCONTINUUM MICRO PLANE DAMAGE MODEL FOR CONCRETE. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING[Internet]. 2006;4(4):296-313. Available from: https://sid.ir/paper/271743/en

    IEEE: Copy

    S.A.A.D. SADRNEZHAD, and M. LABIBZADEH, “A CONTINUUM/DISCONTINUUM MICRO PLANE DAMAGE MODEL FOR CONCRETE,” INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, vol. 4, no. 4, pp. 296–313, 2006, [Online]. Available: https://sid.ir/paper/271743/en

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