Development of Mohr-Coulomb criterion elastoplastic integration algorithm scheme for rock

Document Type : Original Article

Author

Assistant Professor, Mining and Metallurgy Engineering Department - Extraction, Petroleum Geomechanics

Abstract

Elastoplastic criteria are very important in many topics related to petroleum geomechanics, geotechnics, and rock mechanics. Due to the importance of these criteria, their numerical implementation is considered essential. Although some of the existing software includes the stated criteria, due to the lack of access to the coding core of the software, the accuracy of the modeling done with them is practically not fully assured. Therefore, considering the importance of these criteria and of course their complexity for implementation, in this research a comprehensive numerical model to improve the elastoplastic integration algorithm of the Mohr-Coulomb criterion was presented and described in detail. The proposed integration algorithm includes two steps elastic trial step and the plastic corrector step. In the proposed model, if the elastic trial step is in the elastic region or on the yield surface, the answer of elasticity is accepted. Otherwise, if the trial stress in the first step cannot confirm the acceptable conditions, it is provided by the return-mapping algorithm. This process is done for all surfaces of the Mohr-Coulomb criterion and the top of the model comprehensively and of course separately until the Mohr-Coulomb model can present the elastoplastic behavior of the material during loading. The presented model for rock was investigated and the validity of the proposed model was confirmed by comparing the numerical results with the experimental data.

Keywords


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