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Differential quadrature time element method for structural dynamics 被引量:3
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作者 Yu-Feng Xing Jing Guo 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2012年第3期782-792,共11页
An accurate and efficient differential quadrature time element method (DQTEM) is proposed for solving ordi- nary differential equations (ODEs), the numerical dissipation and dispersion of DQTEM is much smaller tha... An accurate and efficient differential quadrature time element method (DQTEM) is proposed for solving ordi- nary differential equations (ODEs), the numerical dissipation and dispersion of DQTEM is much smaller than that of the direct integration method of single/multi steps. Two methods of imposing initial conditions are given, which avoids the tediousness when derivative initial conditions are imposed, and the numerical comparisons indicate that the first method, in which the analog equations of initial displacements and velocities are used to directly replace the differential quadra- ture (DQ) analog equations of ODEs at the first and the last sampling points, respectively, is much more accurate than the second method, in which the DQ analog equations of initial conditions are used to directly replace the DQ analog equations of ODEs at the first two sampling points. On the contrary to the conventional step-by-step direct integration schemes, the solutions at all sampling points can be obtained simultaneously by DQTEM, and generally, one differential quadrature time element may be enough for the whole time domain. Extensive numerical comparisons validate the effi- ciency and accuracy of the proposed method. 展开更多
关键词 Differential quadrature rule Direct integrationmethod Time element Phase error. Artificial damping
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单元集成法及其在土压力计算中的应用 被引量:1
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作者 尹宏磊 徐千军 李仲奎 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2006年第11期2346-2351,共6页
基于塑性力学上限定理的土压力计算,在数值上可以通过单元集成法来实现。它采用类似于有限元网格划分的方式离散墙背土体,并设定一个机动许可的滑动机构。在此滑动模式下,可以求得每个单元贡献的外力功率和内能耗散率。所有单元的能量... 基于塑性力学上限定理的土压力计算,在数值上可以通过单元集成法来实现。它采用类似于有限元网格划分的方式离散墙背土体,并设定一个机动许可的滑动机构。在此滑动模式下,可以求得每个单元贡献的外力功率和内能耗散率。所有单元的能量变化率的总和就是墒背土滑裂体的总能量变化率。然后,根据上限定理可以求得与滑动机构相对应的极限外载荷,并通过非线性数学规划法找到其最小值。采用平面和对数螺旋滑裂面的单滑块机制,对典型的二维土压力问题进行分析,其结果说明该方法的有效性。 展开更多
关键词 土力学 土压力 极限分析 上限法 单元集成法
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