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71.
3D multivalued travel time and amplitude maps 总被引:2,自引:0,他引:2
An algorithm for computing multivalued maps for travel time, amplitude and any other ray related variable in 3D smooth velocity models is presented. It is based on the construction of successive isochrons by tracing a uniformly dense discrete set of rays by fixed travel-time steps. Ray tracing is based on Hamiltonian formulation and includes computation of paraxial matrices. A ray density criterion ensures uniform ray density along isochrons over the entire ray field including caustics. Applications to complex models are shown. 相似文献
72.
Kenneth R. Meyer 《Celestial Mechanics and Dynamical Astronomy》1998,70(3):159-165
We consider the evolution of the stable and unstable manifolds of an equilibrium point of a Hamiltonian system of two degrees of freedom which depends on a parameter,ν. The eigenvalues of the linearized system are complex for ν < 0 and purely imaginary for ν > 0. Thus for ν < 0 the equilibrium has a two‐dimensional stable manifold and a two‐dimensional unstable manifold, but for ν > 0 these stable and unstable manifolds are gone. We study the system defined by the truncated generic normal form in this situation. One of two things happens depending on the sign of a certain quantity in the normal form expansion. In one case the two families detach as a single invariant manifold and recedes from the equilibrium as ν tends away from 0 through positive values. In the other case the stable and unstable manifold are globally connected for ν < 0 and the whole structure of these manifolds shrinks to the equilibrium as ν → 0 and disappears. These considerations have interesting implications about Strömgren's conjecture in celestial mechanics and the blue sky catastrophe of Devaney. 相似文献
73.
接触裂纹问题在工程结构中较为常见。结合数值流形法在裂纹处理上的优势,分析了压剪荷载作用下的接触裂纹问题,模拟了压剪裂纹渐进扩展过程。为了减少由于裂纹尖端位置不同而产生的误差,对裂纹尖端附近一定范围内的每一个物理覆盖附加奇异覆盖函数项,并根据裂纹尖端位置和单元含奇异物理覆盖的数目进行分区积分。选取一个压剪破坏算例,分析了法向接触力对应力强度因子计算结果的影响,并模拟了其渐进破坏过程。计算结果表明,所提方法在压剪裂纹问题方面的可行性,与未细化和覆盖细化方法得到的结果相比,更能准确地描述裂纹扩展路径。法向接触力对II型应力强度因子的贡献为0,对I型应力强度因子的影响较大,相对误差随网格密度变化明显,且法向接触力对I型应力强度因子的影响要比直接施加内压时的影响大。 相似文献
74.
对三维问题的分析是数值流形方法发展的必然,在数值流形方法覆盖位移函数的基础上构造了一种六面体有限覆盖的三维流形单元,推导了相应的应变矩阵、刚度矩阵及平衡方程等表达式。同时,由于目前数值流形方法的模拟分析主要是采用线弹性模型,而对于非线性模型分析研究很少;根据数值流形方法的特点和岩土体的本构模型,给出了适用于数值流形方法进行非线性分析的算法。该方法利用中点增量法进行求解,以改变 模型和 模型中弹性模量的方式来反映非线性,其实质是用分段线性来取代非线性。通过地基沉降计算算例表明,数值流形方法在三维岩土体中进行非线性分析中是有效的。 相似文献
75.
数值流形法(NMM)在接触处理过程包括:接触方式判断,包括点-点和点-线接触;开-闭迭代,确定块体系统的约束状态;以及接触传递,将有效的接触对传递到下一个时步。过程稍显繁琐和耗时,且与真实的物理接触状态有异。由Munjiza所提出的NBS(no binary search)接触检测算法,将单元映射到规则格子中,以链表结构将其有效地连接在一起,只在单元所在格子以及周围格子内部进行接触判断,接触检测效率大为提高,计算量仅随单元数线性增长,内存需求也很低。在计算接触力时以所定义的势为媒介,用重叠面积来衡量接触力的大小,属于分布式接触力,更接近于实际,避免了原NMM接触处理过程的繁琐。因此,将其作为一种平行的接触处理方法引入到NMM中,并以算例验证,证实了算法的可行性。 相似文献
76.
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78.
Boundary settings for the seismic dynamic response analysis of rock masses using the numerical manifold method 下载免费PDF全文
Aiming to accurately simulate seismic dynamic response of rock masses using the numerical manifold method (NMM), boundary settings must be treated carefully. In this paper, 4 issues in boundary settings are investigated to improve the performance of NMM: (1) Nonreflecting boundaries including the viscous boundary and viscoelastic boundary are considered; (2) A free‐field boundary is incorporated into NMM to accurately simulate external source wave motion; (3) A seismic input boundary is considered, and the force input method is introduced; and (4) A static‐dynamic unified boundary is incorporated for the convenience of transforming displacement boundary into other types of boundaries, such as nonreflecting boundaries and seismic input boundary. Several benchmark problems are solved to validate the improved NMM. Simulation results agree well with analytical ones, indicating that the improved NMM is able to simulate seismic dynamic response of rock masses reliably and correctly. 相似文献
79.
To improve the computational efficiency of the numerical manifold method for discontinuous deformation simulations, a spatial-domain coupled explicit-implicit time integration algorithm is proposed. A subdomain partition algorithm based on a super manifold element is developed for the numerical manifold method to simulate dynamic motions of blocky rock mass. In different subdomains, explicit or implicit time integration method is employed respectively based on its contact and motion status. These subdomains interact through assembling the corresponding explicit or implicit time integration-based matrices of different rock blocks. The computational efficiency of the discontinuity system under dynamic loading is improved by partially diagonalizing the global matrices. Two verification examples of a sliding block along an inclined plane under a horizontal acceleration excitation and a multiblock system acted on by dynamic forces are studied to examine the accuracy of the proposed numerical method, respectively. A highly fractured rock mass situated on an inclined slope subjected to seismic excitations is then studied to show the computational efficiency of the developed algorithm. The simulated results are in good agreement with those from the versions using purely implicit or explicit time integration algorithm for the numerical manifold method. The computational efficiency is shown to be higher using the proposed algorithm, which demonstrates its potential for application in dynamic analysis of highly fractured rock masses. 相似文献
80.
Abstract Numerical solutions are obtained by implicit multigrid solvers for initial-value problems in the rotating Shallow-Water Equations (SWE) with spatially complex initial conditions. Companion solutions are also obtained with the Shallow-Water Balance Equations (SWBE), both to determine the initial conditions for the SWE and to provide a comparison solution that lies entirely on the slow, advective manifold. We make use of a control parameter (here the Rossby number, R) to regulate the degree of slowness and balance. While there are measurable discrepancies between the evolving SWE and SWBE solutions for all R, there is a distinct, spatially local breakdown both of the slow manifold in the SWE solution and in the closeness of correspondence between the SWE and SWBE solutions. This critical value for breakdown is only slightly smaller than the R values at which, first, the SWE evolution becomes singular (i.e., the fluid depth vanishes), or second, a consistent initial condition for the SWBE cannot be defined. This breakdown is most clearly evident in a sudden increase in vertical velocity near the center of a strong, cyclonic vortex; its behavior is primarily associated with an enhanced dissipation rather than an initiation of gravity-wave propagation. The numerical performance of the multigrid solvers is satisfactory even in the difficult circumstances near solution breakdown or singularity. 相似文献