Generalized non-linear strength theory and transformed stress space

Science in China, Series E: Technological Sciences

Volumn 47, Issue 6, 2004, Pages 691-709

  Yao, Yangping ^a   Lu, Dechun ^a   Zhou, Annan ^a   Zou, Bo ^a  

^a BEIHANG UNIVERSITY   (China)

Author keywords

Application; Constitutive model; Generalized non linear strength theory (GNST); Transformed stress

Indexed keywords

CONSTITUTIVE MODELS; FAILURE (MECHANICAL); FRICTION; LINEAR SYSTEMS;

GENERALIZED NON-LINEAR STRENGTH THEORY (GNST); STRESS STATE; TRANSFORMED STRESS;

STRESS ANALYSIS;

EID: 26644445142     PISSN: 10069321     EISSN: 1862281X     Source Type: Journal    
DOI: 10.1360/04ye0199     Document Type: Article

References (28)

1. Yu, M. H., Song, L. Y., Generalization of twin shear stress criterion, Journal of Xi'an Jiaotong University (in Chinese), 1983, 17(3): 65-69.
2. Yu, M. H., He, L. N., Song, L. Y., Twin shear stress strength theory and its generalization, Science in China (in Chinese), Ser. A, 1985, 28(12): 1113-1120.
3. Yu, M. H., Twin Shear Stress Strength Theory and Its Application (in Chinese), Beijing: Science Press, 1998, 60-63.
4. Yu, M. H., He, L. N., A new model and theory on yield and failure of materials under the complex stress state, Mechanical Behavior of Materials-6, London: Pergamon Press, 1991, 3: 841-846.
5. Yu, M. H., He, L. N., Liu, C. Y., Generalized twin shear stress criterion and its generalization, Chinese Science Bulletin (in Chinese), 1992, 37(2): 182-185.
6. Yu, M. H., Unified strength theory for geomaterials and its applications, Chinese Journal of Geotechnical Engineering (in Chinese), 1994, 16(2): 1 -10.
7. Matsuoka, H., Nakai, T., Stress deformation and strength characteristics of soil under three different principal stresses, Proc. of JSCE, 1974, 232: 59-70.
8. Lade, P. V., Duncan, J. M., Elastoplastic stress-strain theory for cohesionless soil, J. Geotech. Eng. Div., ASCE, 1975, 101(10): 1037-1053.
9. ij-concept and a new modeling approach, Computers and Geotechnics, 1998, 23: 131-164.
10. Pivonka, P., Lackner, R., Mang, H. A., Shapes of loading surfaces of concrete models and their influence on the peak load and failure mode in structural analyses, Int. J. Eng. Sci., 2003, 41: 1649-1665.
11. Aubertin, A., Li, L., Simon, R. A., Multiaxial stress criterion for short-and long-term strength of isotropic rock media, Int. J. Rock Mech. Min. Sci., 2000, 37(8): 1169-1193.
12. Yao, Y. P., Sun, D. A., Application of Lade's criterion to Cam-clay model, ASCE, J. Engrg. Mech., 2000, 126(1): 112-119.
13. Yao, Y. P., Sun, D. A., Application of Lade's criterion to Cam-clay model (Closure), ASCE, J. Engrg. Mech., 2001, 127(6): 631-633.
14. Matsuoka, H., Yao, Y. P., Sun, D. A., The Cam-clay models revised by the SMP criterion, Soils and Foundations, 1999, 39(1): 81-95.
15. Yao, Y. P., Luo, T., New transformed stress space and its application, Proc. of 7th Numerical Calculation and Analysis on Geomechanics (in Chinese), Dalian: Dalian University of Technology Press, 2001, 16-22.
16. Roscoe, K. H., Schofield, A. N., Thurairajah, A., Yielding of clay in states wetter than critical, Geotechnique, 1963, 13(3): 211-240.
17. Sheng, Z. J., Reasonable expression of elastoplastic stress-strain relationship of soils, Chinese Journal of Geotechnical Engineering (in Chinese), 1980, 2(2): 11-19.
18. Jiang, J. J., Non-linear Finite Element Analysis on Reinforced Concrete Structure (in Chinese), Xi'an: Shanxi Science and Technology Press, 1994, 24-34.
19. Chen, W. F., Constitutive Equations for Engineering Materials, Vol. 1 (translated by Yu, T. Q. et al.) (in Chinese), Wuhan: Huazhong University of Science and Technology Press, 2001, 199-218.
20. Lee, K. L., Seed, H. B., Drained strength characteristics of sands, Journal of the Soil Mechanics and Foundations Division, ASCE, 1967, 93(6): 117-141.
21. Yu, M. H., Zan, Y. W., Zhao, J., A unified strength criterion for rock material, Int. J. Rock Mech. Min. Sci., 2002, 39:975-989.
22. Launay, P., Gachon, H., Strain and ultimate strength of concrete under triaxial stresses, Special Publication, SP-34, ACI, 1970, 1: 269-282.
23. Lade, P. V., Inel, S., Rotational kinematics hardening model for sand: Part I concept of rotating yield and plastic potential surfaces, Computers and Geotechnics, 1997, 21(3): 183-216.
24. Guo, Z. H., Strength and Deformation of Concrete (in Chinese), Beijing: Tsinghua University Press, 1997, 156-156.
25. Willam, K. J., Warnke, E. P., Constitutive model for the triaxial behavior of concrete, International Association for Bridge and Structural Engineering, Seminar on Concrete Structure Subjected to Triaxial Stresses, Paper III-1 Bergamo, Italy, IABSE Proceedings, 1975, 19: 1-30.
26. Liu, M. C., Gao, Y. F., Liu, H. L. et al., Large scale triaxial test study on deformation and strength characteristics of rockfill materials, Chinese Journal of Rock Mechanics and Engineering (in Chinese), 2003, 22(7): 1104 - 1111.
27. Lade, P. V., Musante, H. M., Three-dimensional behavior of remolded clay, J. Geotech. Engrg. Div., ASCE, 1978, 104(2): 193-209.
28. Lade, P. V., Stress-strain theory for normally consolidated clay, Proc. 3rd Int. Conf. Numer. Methods in Geomechanics, Aachen, ed., Balkema, 1979, 3: 1337-1352.