Double-medium constitutive model of geological material in uniaxial tension and compression

Applied Mathematics and Mechanics (English Edition)

Volumn 27, Issue 10, 2006, Pages 1361-1372

  Liu, Xiao Li ^a   Wang, Si Jing ^a,b   Wang, En Zhi ^a   Xue, Qiang ^b  

^a TSINGHUA UNIVERSITY   (China)

^b INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

Author keywords

Constitutive model; Damage; Double medium; Geological materials; Rock and soil materials

Indexed keywords

ELASTOPLASTICITY; FAILURE ANALYSIS; FRACTURE; ITERATIVE METHODS; MECHANICS; ROCKS; SOILS; STRAIN; STRESSES;

CONSTITUTIVE MODEL; DAMAGE; DOUBLE MEDIUM; GEOLOGICAL MATERIALS; ROCK MATERIALS; SOIL MATERIALS;

STRUCTURAL GEOLOGY;

EID: 33845354455     PISSN: 02534827     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10483-006-1008-z     Document Type: Article

References (15)

1. Wu Yanqing, Zhang Zhuoyuan. An Introduction to Rock Mass Hydraulics[M]. Southwest Jiaotong University Press, Chengdu, 1995 (in Chinese).
2. Liu Xiaoli. Mathematical Model Study on Liquid-Solid Coupling of Water-Air Two-Phase Flow Infiltrating and Double porosity deforming[D]. M Sc Dissertation, Liaoning Technical University, Fuxin, 2004 (in Chinese).
3. Okubo S, Fukui K. Complete stress-strain curves for various rock types in uniaxial tension[J]. International Journal Rock Mechanics and Mining Science and Geomechanics Abstracts, 1996, 33(6): 549-556.
4. Zhou Xiaoping, Zhang Yongxing, Zhu Keshan. A study on the complete stress-strain relation for mesoscopic heterogenous rocks under uniaxial tensile loading[J]. China Civil Engineering Journal, 2005, 38(3): 87-93 (in Chinese).
5. Shen Xinpu, Shen Guoxiao, Chen Lixin. Investigation on elastoplastic constitutive model coupled with damage for localization phenomena[J]. Applied Mathematics and Mechanics (English Edition), 2004, 25(12): 1365-1373.
6. Li Haibo, Zhao Jian, Li Junru, Zhou Qingchun, Liu Yaqun. Study on constitutive relation of rock under dynamic compression based on energy balance during crack growth[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(10): 1683-1688 (in Chinese).
7. Kemeny J, Cook N G W. Effective moduli, nonlinear deformation and strength of a cracked elastic solid[J]. International Journal Rock Mechanics and Mining Science and Geomechanics Abstracts, 1986, 23(2): 107-118.
8. Zhang Gende. Recent development of constitutive models for geological materials[J]. Advances in Mechanics, 1994, 24(3): 374-385 (in Chinese).
9. Jaeger J C, Cook N G W. Fundamentals of Rock Mechanics[M]. Halsted Press, New York, 1979.
10. Wang Sijing. Numerical analysis of the geological mechanics in rock engineering[M]. In: Geology Institute of Chinese Academy of Sciences (ed). Issues of Geological Mechanics in Rock Mass Engineering. Science Press, Beijing, 1987, 86-95 (in Chinese).
11. Lorentz E, Andrieux S. A variational formulation for nonlocal damage models[J]. International Journal of Plasticity, 1999, 15(2): 119-138.
12. Gadala M S. Recent advances in the numerical modeling of constitutive relations[J]. Finite Elements in Analysis and Design, 1997, 24(3): 171-185.
13. Sih G C, Tang X S. Dual scaling damage model associated with weak singularity for macroscopic crack possessing a micro/mesoscopic notch tip[J]. Theoretical and Applied Fracture Mechanics, 2004, 42(1): 1-24.
14. Zhou Jianping, Li Aili, Yu Fangyu. The stress-strain law of elastic body with microcracks[J]. Acta Mechanica Sinica, 1994, 26(1): 49-59 (in Chinese).
15. Seaman Lynn, Curran Donald R, Shockey Donald A. Computational models for ductile and brittle fracture[J]. Journal of Applied Physics, 1976, 47(11): 4814-4826.