教授 博士生导师 硕士生导师
性别: 女
毕业院校: 大连理工大学
学位: 博士
所在单位: 水利工程系
学科: 港口、海岸及近海工程
办公地点: 综合实验3#楼407室
联系方式: 0411-84707174
电子邮箱: wangwenyuan@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2018-03-01
发表刊物: JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING
收录刊物: SCIE、EI、Scopus
卷号: 144
期号: 2
ISSN号: 0733-950X
关键字: Scaled boundary finite-element method (SBFEM); Longitudinal sloshing; Elliptical tanks; Complex baffles; Continued-fraction expansion
摘要: Assuming that an ideal liquid has irrotational, incompressible, and inviscid flows, a mathematical model is presented to efficiently and simply study liquid sloshing problems under longitudinal excitation in horizontal cylindrical containers with complex baffles. A semianalytical scaled boundary finite-element method (SBFEM) is combined with the zoning technique to solve the liquid sloshing problem. This method can significantly increase the efficiency and accuracy of the calculation using few nodes. Using scaled boundary coordinates with both radial and circumferential directions, the analytical solution in the radial direction can be obtained through approximation in the circumferential direction via a discretization technique similar to that used in the FEM. Thus, the entire calculation domain can be analyzed based on the problem boundary. Continued-fraction expansion is applied to build the eigenvalue problem, and the interior eigenvectors are solved by using asymptotic expansion in detail. Based on the previously mentioned decomposition and eigenvalue problem, the corresponding sloshing mass and motion equations are proposed by an efficient methodology. The simplicity and efficiency of SBFEM applied to sloshing problems with different baffles are obtained through numerical examples. This paper investigates the effects of the arrangement and length of different baffles and liquid fill levels on the sloshing frequencies, modes, and response. The conclusions illustrate that SBFEM can easily and semianalytically achieve good results for complex sloshing problems with singularity and complex geometry by placing the scaling centers at the tip of the baffles with very few degrees of freedom. (C) 2017 American Society of Civil Engineers.