Analysis of the strain softening size effect for rock specimens based on shear strain gradient plasticity theory

International Journal of Rock Mechanics and Mining Sciences

Volumn 39, Issue 6, 2002, Pages 801-805

  Pan, Yishan ^a,b   Wang, Xuebin ^a   Li, Zhonghva ^a  

^a LIAONING TECHNICAL UNIVERSITY   (China)

^b INSTITUTE OF GEOPHYSICS   (China)

Author keywords

[No Author keywords available]

Indexed keywords

PLASTICITY; ROCK MECHANICS; SHEAR STRAIN; SOFTENING; STRAIN;

EID: 0036745408     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(02)00031-X     Document Type: Article

References (10)

1. Multiaxial strain-softening of concrete
2. Effect of length on compressive strain softening of concrete
3. A study of brittle rock fracture in laboratory compression experiments
4. Soft, stiff and servo-controlled testing machines: A review with reference to rock failure
5. Measurement of characteristic length of nonlocal continuum
6. Extraction of constitutive data from specimens undergoing strain localization
7. The physics of plastics deformation
8. The study of plastic strain gradient and class-behavior of rock
9. Gradient strain model for instability failure of rock