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PDF(4490 KB)
数值流形法渗流分析中处理弱不连续界面的新方法
A New Method to Deal with Weak Discontinuous Interface in Seepage Analysis Based on Numerical Manifold Method
数值流形法采用数学覆盖和物理覆盖的双覆盖系统,具有灵活处理边界问题、高效进行网格划分以及便捷提高近似精度等优点,是一种很有前景的数值方法。不同于传统数值流形法根据界面来切割数学覆盖形成物理覆盖的做法,数值流形法基于弱不连续物理覆盖,在流行单元中利用折射定律构造出一种新的权函数,以此建立局部近似,并将其应用在稳定渗流问题中。通过对典型算例的计算分析,结果表明该方法在解决不连续界面问题中具有准确性和便利性。
The numerical manifold method is a promising numerical method which uses a dual coverage system consisting of both mathematical and physical coverages. It has the advantages of flexible handling of boundary problems, efficient meshing and convenient improvement of approximation accuracy. Different from the traditional numerical manifold method which cuts the mathematical coverage to form the physical coverage according to the interface, a new weight function is constructed by using the refraction law in the manifold element to establish the local approximation based on the weak discontinuous physical coverage, and it is applied to the steady seepage problem. The accuracy and convenience of the method in solving discontinuous interface problems is demonstrated through the analysis of the calculation of typical seepage flow problems.
数值流形法 / 渗流分析 / 非均质 / 材料界面 / 折射定律 / 弱不连续
numerical manifold method / seepage analysis / heterogeneity / material interface / refraction law / weak discontinuous
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The complicated seepage flow field of a pumped storage power station project was simulated by 3D finite element refined simulation technology, the distribution characteristics of surrounding rock seepage field was studied in detail under lining cracks of the high pressure tunnel. The results show that the comprehensive measures for water tight curtain and drainage holes in downstream side of tunnel is effective under cracking hydraulic tunnel, so the seepage field can be controlled to reach up to the requirements, and the safety of the powerhouse is ensured in operating period.
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The Xixia Institute Anti-regulation Reservoir is a coordinated project of Yellow River Xiaolangdi Water Resources Project. According to the project geological situation of powerhouse dam section of the reservoir, this section project foundation treatment uses horizontal middle-brackets-like “[” shape concrete cut-off wall as anti seepage. For understanding the motion law of underground water and the control effect of seepage-proof measures, three dimensional seepage calculation analysis for the power plant workshop dam section is conducted. The analytic result shows as follows:The selection and arrangement of seepage control measures in the powerhouse dam section are reasonable overall. The bottom plate at the apron section withstands a rather great pressure, seen from the contour-line distribution diagram of uplifts. Therefore, it is suggested that the thickness of concrete bottom plate of the apron should be taken a gradual thickness from 1.0-0.6 meter to ensure the powerhouse dam section safe operation.
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A new method for modeling frictional contact problem by extended finite element method (XFEM) is researched. On the basis of the idea of partition of unity, a discontinuous function and the two-dimensional asymptotic crack-tip displacement fields are added to the displacement interpolation formula to account for discontinuity of the contact surface and stress singularity near the contact surface tip respectively. Governing equations are deduced by virtual work principle and the integral of the discontinuous functions are calculated by Gauss integral through sub-elements cut by discontinuous surface. Thus it is unnecessary for using contact element in contact analysis by XFEM compared with FEM, and the element can be meshed without considering the location of the contact surface. So XFEM is promising in modeling frictional contact problem and the crack growth of compression-shear mixed mode crack.
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