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微球聚焦有限元数值计算中的预处理技术研究 被引量:2
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作者 王晓鹏 仵杰 +1 位作者 刘春雅 张甜甜 《测井技术》 CAS CSCD 2007年第2期124-127,共4页
针对微球聚焦测井仪器的测井预处理响应,在分析有限元数值计算方法的基础上,研究了自动网格剖分和自动节点编号预处理技术。在1/2空间三角形网格剖分中,采用极板对称轴对称分割的方法,提高了计算电位的对称性和计算精度。在网格自动编号... 针对微球聚焦测井仪器的测井预处理响应,在分析有限元数值计算方法的基础上,研究了自动网格剖分和自动节点编号预处理技术。在1/2空间三角形网格剖分中,采用极板对称轴对称分割的方法,提高了计算电位的对称性和计算精度。在网格自动编号中,提出了根据电极结构对求解区域分块的思想,保证电极的编号连续,满足有限元数值计算中等位面处理的要求。通过计算仪器常数、无侵和有侵地层模型验证了所设计预处理程序的有效性。 展开更多
关键词 微球形聚焦测井 三维有限元数值计算 自动网格剖分 自动节点编号
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包罗水库大坝深厚覆盖层地基稳定性研究
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作者 赵锡荣 高金文 毕成思 《红水河》 2012年第5期23-26,共4页
包罗水库是解决云龙县河比江两岸灌溉及农村供水安全问题的重点工程,大坝坝高69.5 m。文章针对大坝坝基的深厚覆盖层,开展了一系列室内和原位试验,查清了地层的承载能力、变形特性、渗透特性等物理力学性质,对其可能出现的工程地质问题... 包罗水库是解决云龙县河比江两岸灌溉及农村供水安全问题的重点工程,大坝坝高69.5 m。文章针对大坝坝基的深厚覆盖层,开展了一系列室内和原位试验,查清了地层的承载能力、变形特性、渗透特性等物理力学性质,对其可能出现的工程地质问题进行了深入的验算和分析,并提出了经济可行的地基处理方案。为峡谷区深厚覆盖层上的大坝建设提供了有益的借鉴。 展开更多
关键词 深厚覆盖层坝基 承载能力 渗透特性 抗滑稳定 三维有限元数值计算
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Numerical and Dimensional Analysis for Prediction of Line Heating Residual Deformations 被引量:1
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作者 Pankaj Biswas Nisith Ranjan Mandal Om Prakash Sha 《Journal of Marine Science and Application》 2010年第1期14-21,共8页
Line heating process is a very complex phenomenon as a variety of factors affects the amount of residual deformations. Numerical thermal and mechanical analysis of line heating for prediction of residual deformation i... Line heating process is a very complex phenomenon as a variety of factors affects the amount of residual deformations. Numerical thermal and mechanical analysis of line heating for prediction of residual deformation is time consuming. In the present work dimensional analysis has been presented to obtain a new relationship between input parameters and resulting residual deformations during line heating process. The temperature distribution and residual deformations for 6 mm, 8 mm, 10 mm and 12 mm thick steel plates were numerically estimated and compared with experimental and published results. Extensive data generated through a validated FE model were used to find co-relationship between the input parameters and the resulting residual deformation by multiple regression analysis. The results obtained from the deformation equations developed in this work compared well with those of the FE analysis with a drop in the computation time in the order of 100 (computational time required for FE analysis is around 7 200 second to 9 000 seconds and where the time required for getting the residual deformation by developed equations is only 60 to 90 seconds). 展开更多
关键词 dimensional analysis 3-D finite element analysis elasto-plastic analysis residual deformations multiple regression analysis oxy-acetylene gas flame
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