节点文献

Scaled Boundary Finite Element Analysis of Wave Passing A Submerged Breakwater

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 曹凤帅滕斌

【Author】 CAO Feng-shuai and TENG Bin 1State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China

【机构】 State Key Laboratory of Coastal and Offshore Engineering Dalian University of TechnologyState Key Laboratory of Coastal and Offshore Engineering Dalian University of TechnologyDalian 116024 China

【摘要】 The scaled boundary finite element method (SBFEM) is a novel semi-analytical technique combining the advantage of the finite element method (FEM) and the boundary element method (BEM) with its unique properties. In this paper, the SBFEM is used for computing wave passing submerged breakwaters, and the reflection coefficient and transmission coefficient are given for the case of wave passing by a rectangular submerged breakwater, a rigid submerged barrier breakwater and a trapezium submerged breakwater in a constant water depth. The results are compared with the analytical solution and experimental results. Good agreement is obtained. Through comparison with the results using the dual boundary element method (DBEM), it is found that the SBFEM can obtain higher accuracy with fewer elements. Many submerged breakwaters with different dimensions are computed by the SBFEM, and the changing character of the reflection coefficient and the transmission coefficient are given in the current study.

【Abstract】 The scaled boundary finite element method (SBFEM) is a novel semi-analytical technique combining the advantage of the finite element method (FEM) and the boundary element method (BEM) with its unique properties. In this paper, the SBFEM is used for computing wave passing submerged breakwaters, and the reflection coefficient and transmission coefficient are given for the case of wave passing by a rectangular submerged breakwater, a rigid submerged barrier breakwater and a trapezium submerged breakwater in a constant water depth. The results are compared with the analytical solution and experimental results. Good agreement is obtained. Through comparison with the results using the dual boundary element method (DBEM), it is found that the SBFEM can obtain higher accuracy with fewer elements. Many submerged breakwaters with different dimensions are computed by the SBFEM, and the changing character of the reflection coefficient and the transmission coefficient are given in the current study.

【基金】 This research wasfinanciallysupported bythe National Natural Science Foundation of China(Grant No.50639030);a Programfor Changjiang Scholars;Innovative Research Teamin Dalian University of Technology(Grant No.IRTO420)
  • 【文献出处】 China Ocean Engineering ,中国海洋工程(英文版) , 编辑部邮箱 ,2008年02期
  • 【分类号】TV139.2
  • 【被引频次】12
  • 【下载频次】118
节点文献中: 

本文链接的文献网络图示:

本文的引文网络