A damage mechanics based on the constitutive model for strain-softening rocks. (July 2019)
- Record Type:
- Journal Article
- Title:
- A damage mechanics based on the constitutive model for strain-softening rocks. (July 2019)
- Main Title:
- A damage mechanics based on the constitutive model for strain-softening rocks
- Authors:
- Shen, Peiwu
Tang, Huiming
Ning, Yibing
Xia, Ding - Abstract:
- Highlights: A damage constitutive model based on Weibull distribution and unified strength theory is developed. The evolution of damage in rocks is analysed which reflects the damaging extent of rocks. The physical meanings of model parameters are proved to correspond to reality. Abstract: The deformation-induced damage of rocks in underground space always results in the long-term instability of engineering projects. In this paper, a damage mechanics based on the constitutive model related to the Weibull distribution and unified strength theory is developed. This model considers the statistical damage, strain softening and damage weakening of rocks in the deformation process. To verify the feasibility of this model, the model parameters were mathematically confirmed, four experimental examples were cited to illustrate the features of the axial pressure versus axial strain under various confining pressures, and five experimental examples were cited to compare the distinction of the axial pressure obtained from the proposed model versus the confining pressure with Mohr-Coulomb criterion. Then, the evolution of damage in the deformation process was analyzed based on the proposed model. Finally, the physical meanings of the model parameters were discussed. The results mainly reveal that the proposed model has a good consistency with the experimental examples, the evolution of damage contains three stages with the deformation process, and the model parameters have distinctHighlights: A damage constitutive model based on Weibull distribution and unified strength theory is developed. The evolution of damage in rocks is analysed which reflects the damaging extent of rocks. The physical meanings of model parameters are proved to correspond to reality. Abstract: The deformation-induced damage of rocks in underground space always results in the long-term instability of engineering projects. In this paper, a damage mechanics based on the constitutive model related to the Weibull distribution and unified strength theory is developed. This model considers the statistical damage, strain softening and damage weakening of rocks in the deformation process. To verify the feasibility of this model, the model parameters were mathematically confirmed, four experimental examples were cited to illustrate the features of the axial pressure versus axial strain under various confining pressures, and five experimental examples were cited to compare the distinction of the axial pressure obtained from the proposed model versus the confining pressure with Mohr-Coulomb criterion. Then, the evolution of damage in the deformation process was analyzed based on the proposed model. Finally, the physical meanings of the model parameters were discussed. The results mainly reveal that the proposed model has a good consistency with the experimental examples, the evolution of damage contains three stages with the deformation process, and the model parameters have distinct physical meanings. … (more)
- Is Part Of:
- Engineering fracture mechanics. Volume 216(2019)
- Journal:
- Engineering fracture mechanics
- Issue:
- Volume 216(2019)
- Issue Display:
- Volume 216, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 216
- Issue:
- 2019
- Issue Sort Value:
- 2019-0216-2019-0000
- Page Start:
- Page End:
- Publication Date:
- 2019-07
- Subjects:
- Damage mechanics -- Constitutive model -- Weibull distribution -- Unified strength theory -- Grey system theory
Fracture mechanics -- Periodicals
Rupture, Mécanique de la -- Périodiques
Fracture mechanics
Periodicals
620.112605 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00137944 ↗
http://www.elsevier.com/journals ↗
http://www.elsevier.com/wps/find/homepage.cws_home ↗ - DOI:
- 10.1016/j.engfracmech.2019.106521 ↗
- Languages:
- English
- ISSNs:
- 0013-7944
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3761.350000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 14199.xml