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Development of a Three-Dimensional Multiscale Octree SBFEM for Viscoelastic Problems of Heterogeneous Materials
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作者 Xu Xu Xiaoteng Wang +2 位作者 haitian yang Zhenjun yang Yiqian He 《Computer Modeling in Engineering & Sciences》 SCIE EI 2024年第8期1831-1861,共31页
The multiscale method provides an effective approach for the numerical analysis of heterogeneous viscoelastic materials by reducing the degree of freedoms(DOFs).A basic framework of the Multiscale Scaled Boundary Fini... The multiscale method provides an effective approach for the numerical analysis of heterogeneous viscoelastic materials by reducing the degree of freedoms(DOFs).A basic framework of the Multiscale Scaled Boundary Finite Element Method(MsSBFEM)was presented in our previous works,but those works only addressed two-dimensional problems.In order to solve more realistic problems,a three-dimensional MsSBFEM is further developed in this article.In the proposed method,the octree SBFEM is used to deal with the three-dimensional calculation for numerical base functions to bridge small and large scales,the three-dimensional image-based analysis can be conveniently conducted in small-scale and coarse nodes can be flexibly adjusted to improve the computational accuracy.Besides,the Temporally Piecewise Adaptive Algorithm(TPAA)is used to maintain the computational accuracy of multiscale analysis by adaptive calculation in time domain.The results of numerical examples show that the proposed method can significantly reduce the DOFs for three-dimensional viscoelastic analysis with good accuracy.For instance,the DOFs can be reduced by 9021 times compared with Direct Numerical Simulation(DNS)with an average error of 1.87%in the third example,and it is very effective in dealing with three-dimensional complex microstructures directly based on images without any geometric modelling process. 展开更多
关键词 Three-dimensionalmultiscale viscoelastic analysis numerical base functions octree SBFEM image-based analysis temporally piecewise adaptive algorithm
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Energy Identities of ADI-FDTD Method with Periodic Structure
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作者 Rengang Shi haitian yang 《Applied Mathematics》 2015年第2期265-273,共9页
In this paper, a new kind of energy identities for the Maxwell equations with periodic boundary conditions is proposed and then proved rigorously by the energy methods. By these identities, several modified energy ide... In this paper, a new kind of energy identities for the Maxwell equations with periodic boundary conditions is proposed and then proved rigorously by the energy methods. By these identities, several modified energy identities of the ADI-FDTD scheme for the two dimensional (2D) Maxwell equations with the periodic boundary conditions are derived. Also by these identities it is proved that 2D-ADI-FDTD is approximately energy conserved and unconditionally stable in the discrete L2 and H1 norms. Experiments are provided and the numerical results confirm the theoretical analysis on stability and energy conservation. 展开更多
关键词 Stability ENERGY CONSERVATION ADI-FDTD MAXWELL EQUATIONS
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基于有限元-时域分段自适应算法的围岩衬砌耦合渐进分析
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作者 肖帅 杨海天 冉春江 《固体力学学报》 CAS CSCD 北大核心 2020年第4期352-365,共14页
以开挖时间、一衬时间、二衬时间划分时间区段,考虑围岩与衬砌为弹性/粘弹性介质,将围岩的"位移/应力释放不完全"、开挖等影响模拟为载荷的渐进释放,提出一个有限元-时域分段自适应算法,求解围岩衬砌耦合问题,并通过数值算例... 以开挖时间、一衬时间、二衬时间划分时间区段,考虑围岩与衬砌为弹性/粘弹性介质,将围岩的"位移/应力释放不完全"、开挖等影响模拟为载荷的渐进释放,提出一个有限元-时域分段自适应算法,求解围岩衬砌耦合问题,并通过数值算例对算法进行了验证.所提方法给出了各时间区段的关联条件;可更准确描述各变量随时间的变化;同时将原时空耦合问题转化为一系列空间问题,并利用有限元方法递推求解;当步长变化时可通过自适应计算保证稳定的计算精度.此外,还建立了一个载荷渐进参数的反问题数值求解模型,并给出了相关算例. 展开更多
关键词 围岩衬砌 耦合分析 渐进荷载 时域自适应算法 有限元
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A Temporally Piecewise Adaptive Scaled Boundary Finite Element Method for Solving the Fuzzy Uncertain Viscoelastic Problems 被引量:1
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作者 Qiwen Xue Jing Wang +2 位作者 Yiqian He haitian yang Xiuyun Du 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2018年第4期459-469,共11页
The numerical solutions for uncertain viscoelastic problems have important theo- retical and practical significance. The paper develops a new approach by combining the scaled boundary finite element method (SBFEM) a... The numerical solutions for uncertain viscoelastic problems have important theo- retical and practical significance. The paper develops a new approach by combining the scaled boundary finite element method (SBFEM) and fuzzy arithmetic. For the viscoelastic problems with zero uncertainty, the SBFEM and the temporally piecewise adaptive algorithm is employed in the space domain and the time domain, respectively, in order to provide an accurate semi- analytical boundary-based approach and to ensure the accuracy of discretization in the time domain with different sizes of time step at the same time. The fuzzy arithmetic is used to address the uncertainty analysis of viscoelastic material parameters, and the transformation method is used for computation with the advantages of effectively avoiding overestimation and reducing the computational costs. Numerical examples are provided to test the performance of the proposed method. By comparing with the analytical solutions and the Monte Carlo method, satisfactory results are achieved. 展开更多
关键词 VISCOELASTICITY Uncertainty Scaled boundary finite element Fuzzy arithmetic
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