温度场及温度应力模拟的高阶非连续变形分析方法

doi:10.13722/j.cnki.jrme.2019.0626

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Abstract For some rock engineering problems，such as underground storage of nuclear waste，thermal stress is an important factor to be considered，because it may lead to rock fracture and bring harmful consequences. Traditional discontinuous deformation analysis method (DDA)，as one of the main numerical methods for stability analysis of rock mass，cannot simulate the distribution of temperature field and thermal stress in rock mass. In order to solve this problem，a high-order discontinuous deformation analysis method for simulating the distribution of temperature field and thermal stress is established by constructing higher-order displacement function and higher-order temperature field function on DDA block covered by an equilateral triangle outside it，supplemented by joint elements used to force the continuities of displacement and temperature between blocks. This method has established the relationship between DDA and partition of unity based finite element method (FEM). The mature theory of FEM in the simulation of temperature field and thermal stress can be directly used for reference. Finally，the established discontinuous deformation analysis method is applied to the numerical solution of temperature field and thermal stress in the analytical examples. The results show that the simulated results are very close to the analytical solutions and have very high accuracy. The correctness and effectiveness of the proposed method have been verified.

Key words： numerical analysis temperature field thermal stress discontinuous deformation analysis finite element method joint element

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	Articles by authors
	XU Dongdong
	WU Aiqing
	LU Bo
	WNAG Bin
	JIANG Yuzhou
	LI Cong
	LIU Xiaohong

Cite this article:

XU Dongdong,WU Aiqing,LU Bo, et al. High-order discontinuous deformation analysis method for simulation of temperature field and thermal stress[J]. , 2019, 38(S2): 3595-3602.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2019.0626 OR https://rockmech.whrsm.ac.cn/EN/Y2019/V38/IS2/3595

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