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A-Posteriori Error Estimation via Regularized BIEs in Adaptive Plate Bending Analysis

机译:自适应板弯分析中基于正则化BIE的A后误差估计

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Error estimation and adaptive mesh refinement are important issues in the boundary element method (BEM). A number of researches have been made in the past two decades and some effective algorithms have been proposed [1]. However, comparing to the potential and elasticity problems, relative few work has been done to the fourth order plate bending problems which is also of engineering significance. In this paper, an overview is made to error estimation and adaptivity algorithms in plate bending BEM analysis and emphasis is put on the differences of the algorithms between plate bending and normally the potential and elasticity problems. Then a simple a-posteriori error estimation algorithm is proposed for plate bending BEM and it is further used to conduct an h-type adaptive mesh refinement procedure.In the plate bending BEM analysis, boundary integral equations (BIEs) for normal and tangential slopes are both hyper-singular. Based on recent researches [2-3], the residual of the hyper-singular boundary integral equations (HBIEs) can be used as an a-posteriori error estimation for different kinds of problems, which is especially significant to adaptive scheme in BEM. In the present paper, the regularized hyper-singular plate bending BIEs are first investigated as an indirect calculation method of integrals. Rigid deflection and normal or tangential slope fields are introduced to regularize the singular or hyper-singular BIEs instead of placing the source boundary outside the actual boundary in some regularization methods. Two regularized equations for normal slope and tangential slope, which can greatly improve the accuracy of the numerical solutions in analysis, are obtained. The conventional plate bending BEM analysis and HBIEs are adopted simultaneously to present two solutions, and the measure of the difference of two solutions furnishes a new a-posteriori error indicator. Both Hermitian [4] and Lagrangian elements are used to test the efficiency of the proposed algorithm. Results of the typical numerical examples show that the new error indicator is simple and effective.
机译:误差估计和自适应网格细化是边界元方法(BEM)中的重要问题。在过去的二十年中进行了许多研究,并提出了一些有效的算法[1]。然而,与潜在和弹性问题相比,对四阶板弯曲问题所做的工作相对较少,这也具有工程学意义。本文概述了板弯BEM分析中的误差估计和适应性算法,并着重强调了板弯之间算法的差异以及通常存在的潜在和弹性问题。然后提出了一种简单的板后弯边界元a-后验误差估计算法,并将其进一步用于进行h型自适应网格细化程序。 在板弯BEM分析中,法向和切向斜率的边界积分方程(BIE)都是超奇异的。基于最近的研究[2-3],超奇异边界积分方程(HBIE)的残差可以用作对各种问题的后验误差估计,这对于边界元法中的自适应方案尤其重要。本文首先研究了正则化的超奇异板弯曲BIE,作为一种间接的积分计算方法。引入刚性偏转和法向或切向斜率场以对奇异或超奇异BIE进行正则化,而不是在某些正则化方法中将源边界置于实际边界之外。得到了两个法向斜率和切向斜率的正则方程,可以极大地提高分析数值解的准确性。同时采用传统的板弯BEM分析和HBIE提出了两种解决方案,并且通过测量两种解决方案之间的差异提供了一种新的后验误差指标。 Hermitian [4]和Lagrangian元素均用于测试所提算法的效率。典型数值示例的结果表明,新的误差指示器简单有效。

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