Citation: | Xin-yong XU, Zhen-yue MA, Hong-zhan ZHANG. 2013: Simulation algorithm for spiral case structure in hydropower station. Water Science and Engineering, 6(2): 230-240. doi: 10.3882/j.issn.1674-2370.2013.02.010 |
Burlion, N., Gatuingt, F., Pijaudier-Cabot, G., and Daudeville, L. 2000. Compaction and tensile damage in concrete: Constitutive modeling and application to dynamics. Computer Methods in Applied Mechanics Engineering, 183(3-4), 291-308. [doi: 10.1016/S0045-7825(99)00223-6]
|
Chaboche, J. 1987. Continuum damage mechanics: Present state and future trends. Nuclear Engineering Design, 105(1), 19-33. [doi: 10.1016/0029-5493(87)90225-1]
|
Del Rio, L., Barrie, R. E., Yeh, C. H., and Vig, V. 1991. Design of powerhouse spiral case considering three-dimensional action. Darling,
|
Dong, Y. X., and Li, Y. S. 1995. Structure Analysis of Hydroelectric Power Engineering.
|
Hibbitt, Karlsson, and Sorensen Incorporation (HKSI). 2002. ABAQUS/Standard User’s Manual.
|
Lee, J., and Fenves, G. L. 1998. Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics, 124(8), 892-900. [doi: 10.1061/(ASCE)0733-9399(1998)124:8(892)]
|
Li, W. F., Li, J. C., and Zhao, X. N. 2004. The study on stress simulation of the preloading filling spiral case of hydropower station. Water Power, 30(3), 52-54. (in Chinese)
|
Lin, S. Z., and Su, H. D. 2001. 3-D FEM analysis for surrounding concrete of steel spiral case keeping internal pressure during construction. Journal of Hydraulic Engineering, 32(1), 66-70. (in Chinese)
|
Lubliner, J., Oliver, J., Oller, S., and Oñate, E. 1989. A plastic-damage model for concrete. International Journal of Solids and Structures, 25 (3), 299-329. [doi: 10.1016/0020-7683(89)90050-4]
|
Ma, Z. Y., He, P. C., Zhang, Y. L., and Zhang, H. Z. 2010. Nonlinear simulation analysis for preloading spiral case of keeping constant internal water pressure of hydropower station. Journal of
|
Mazars, J. 1985. A description of micro and macroscale damage of concrete structures. Engineering Fracture Mechanics, 25(6), 729-737. [doi: 10.1016/0013-7944(86)90036-6]
|
Mazars, J., and Pijaudier-Cabot, G. 1989. Continuum damage theory: Application to concrete. Journal of Engineering Mechanics, 115(2), 345-365. [doi: 10.1061/(ASCE)0733-9399(1989)115:2(345)]
|
Qin, J. Z., Ma, S. D., Gong, G. Z., and Xiong, D. Y. 2002. Structural model test for surrounding concrete of steel spiral case keeping internal pressure. Journal of Hydraulic Engineering, 33(10), 33-38. (in Chinese)
|
Ragueneau, F.,
|
Shen, Y., Wu, H. G., and Jiang, K. C. 2008. Research on preloading filling spiral case structure in large pumped storage power station. Journal of
|
Xu, X. Y., Li, M. Z., Ma, Z. Y., Zhang, H. Z, and He, P. C. 2009. Simulation and analysis of the constant internal pressure spiral case with non-uniform gap. Journal of Hydroelectric Engineering, 28(4), 75-80. (in Chinese)
|
Zhang, X. M., and Liao, M. J. 2007. The analysis of monitoring results of the spiral case of 10# turbine in left powerhouse in the process of the placement. Science and Technology of
|
Zhang, Y. L., Zhang, C. H., and Ma, Z. Y. 2009. Nonlinear FEM analysis on stress and strain of directly-embedded large-scale spirals. Journal of Hydraulic Engineering, 40(2), 220-225. (in Chinese)
|