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Research on the Triaxial Mechanical Properties and Elastic-Plastic Constitutive Relationship of Coal Gangue Concrete
In order to study the mechanical properties of pebble concrete under triaxial compression, the conventional tri-axial test were carried out. Aiming at the stress-strain curve of coal gangue concrete under triaxial mechanical behavior, based on the Draucker-Prager plastic model, the Willam Warnke five parameter yield model with strengthening parameter is established for coal gangue concrete that considers both deviatoric stress and static water pressure. Based on the principles of classical plastic mechanics, an incremental stress-strain constitutive relationship for coal gangue concrete was established.
Research on the Triaxial Mechanical Properties and Elastic-Plastic Constitutive Relationship of Coal Gangue Concrete
In order to study the mechanical properties of pebble concrete under triaxial compression, the conventional tri-axial test were carried out. Aiming at the stress-strain curve of coal gangue concrete under triaxial mechanical behavior, based on the Draucker-Prager plastic model, the Willam Warnke five parameter yield model with strengthening parameter is established for coal gangue concrete that considers both deviatoric stress and static water pressure. Based on the principles of classical plastic mechanics, an incremental stress-strain constitutive relationship for coal gangue concrete was established.
Research on the Triaxial Mechanical Properties and Elastic-Plastic Constitutive Relationship of Coal Gangue Concrete
Sustain. Civil Infrastruct.
Ding, Faxing (editor) / Zeng, Junjie (editor) / Raman, Sudharshan N. (editor) / Hou, Xiaomeng (editor) / Zhang, Jie (author)
International Conference on Civil Engineering Structures and Concrete Materials ; 2024 ; Dali, China
2025-01-31
8 pages
Article/Chapter (Book)
Electronic Resource
English
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