排序方式: 共有39条查询结果,搜索用时 15 毫秒
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Rachid Kharab 《国际流体数值方法杂志》1997,24(11):1211-1223
The problem of the interaction between Ekman's classical boundary layer and that induced by a thermally non-homogeneous site shows that the latter is strongly linked to the order of magnitude of the horizontal scale of the site. Our purpose is the analysis of the local interaction equations (Boussinesq equations) starting from a triple-deck model. This analysis yields a system of quasi-linear equations for the viscous lower deck. The linear theory of this system shows that the thermal non-homogeneity has a significant influence on the Ekman boundary layer flow owing to the interactive nature of the triple-deck structure. The numerical solution of the quasi-linear system confirms to a large extent this influence. The numerical results are given in graph form. © 1997 John Wiley & Sons, Ltd. 相似文献
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Edith Hemaspaandra Lane A. Hemaspaandra Stanis?aw P. Radziszowski 《Discrete Applied Mathematics》2007,155(2):103-118
We investigate the relative complexity of the graph isomorphism problem (GI) and problems related to the reconstruction of a graph from its vertex-deleted or edge-deleted subgraphs (in particular, deck checking (DC) and legitimate deck (LD) problems). We show that these problems are closely related for all amounts c?1 of deletion:
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Laurent Plantié 《Mathematical Methods in the Applied Sciences》2013,36(17):2329-2346
We study precisely the solution of a semi‐discrete von Mises problem with known pressure to generalize a method for an inverse problem: the problem with known displacement. We prove the boundedness of the diffusive term, the uniqueness and the continuity of the solution with respect to the pressure and a coercivity property. However, the estimate of the diffusive term is not sharp enough for the inverse problem. We highlight a special behaviour of this term due to the combination of the nonlinearity with the degeneracy of the diffusion coefficient. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
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采用四步法计算了考虑循环载荷中压应力影响的正交异性钢桥面板的肋-面板焊缝表面裂纹扩展。第一步是基于正交异性钢桥面板的疲劳分析模型,计算肋-面板焊缝处的应力,第二步是通过肋-面板焊缝的三维局部模型,用Schwartz-Neumann交替法计算焊缝表面裂纹的应力强度因子分布,第三步是用二维断裂力学模型和增量塑性损伤模型,计算循环载荷中的压应力对裂纹扩展的影响,第四步是用第二步中的三维裂纹分析结果和第三步中的二维断裂力学模型得到的裂纹扩展公式,计算钢桥面板的肋-面板焊缝表面裂纹扩展。计算结果表明,对应于正交异性钢桥面板肋-面板焊缝处的循环应力,本文所用模型的裂纹尖端反向塑性区导致裂纹扩展率增加50%以上。研究结果为正交异性钢桥面板肋-面板焊缝裂纹的疲劳寿命分析提供了研究基础。 相似文献
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人车路系统三维耦合振动分析及舒适度评价 总被引:2,自引:0,他引:2
基于将车身视作三维弹性梁、车轮为刚性体的全车模型,人体采用坐姿并联动力模型,路面简化成Kelvin地基上的板,通过轮胎的刚性滚子接触模型将车辆与路面耦合在一起,建立起考虑人车、车路耦合作用的用于评价车辆乘坐舒适度的三维人车路耦合系统振动模型,并推导出其运动平衡方程;通过Galerkin法对路面方程进行离散,采用New-mark积分法对耦合系统方程组进行求解,对人车路系统振动响应进行了分析;采用人体加权振动加速度均方根值对车辆乘坐舒适度进行评价,并对系统各参数对车辆乘坐舒适度的影响进行探讨.数值分析表明:传统模型下车辆乘坐舒适度指标与本文模型的指标相差最高可达到约30%;在分析车辆振动响应及乘坐舒适度时,不能忽视车辆与路面、人体与车辆相互作用,系统各参数对车辆乘坐舒适度都有一定程度的影响. 相似文献