[1]Surana K S.Transition finite elements for axisymmetric stress analysis [J]. International Journal for Numerical Methods in Engineering, 1980, 15(6):809832.[2]Surana K S.Transition finite elements for threedimensional stress analysis [J]. International Journal for Numerical Methods in Engineering, 1980, 15(7):9911020.[3]王勖成.有限单元法[M].北京:清华大学出版社,2003.[4]吴嘉蒙,刘见华,金咸定.非标准交接板梁组合结构的有限元建模新方法[J].上海交通大学学报,2002, 36(11):16211624.WU Jiameng, LIU Jianhua, JIN Xianding.A new finite element method model for platebeam combined structures with nonstandard connection[J]. Journal of Shanghai Jiaotong University,2002, 36(11):16211624.[5]蔡洪能, 王雅生, 闵行.有限元分析中体元和壳元的连接[J].西安交通大学学报,1999, 33(9):7679.CAI Hongneng, WANG Yasheng, MIN Hang. Connection of brick element and shell element in finite element analysis [J]. Journal of Xi’an Jiaotong University, 1999, 33(9):7679.[6]张永昌.MSC.Nastran有限元分析理论基础与应用[M].北京:科学出版社,2004.[7]Perez T, Goodwin G C. Constrained predictive control of ship fin stabilizers to prevent dynamic stall [J]. Control Engineering Practice, 2008, 16(4):482494.[8]冯国庆,刘相春,任慧龙.基于PCL语言的波浪压力自动加载方法[J].船舶力学,2006,10(5):107112.FENG Guoqing, LIU Xiangchun, REN Huilong. A PCL based automatic loading approach for wave pressures [J]. Journal of Ship Mechanics, 2006, 10(5):107112.[9]Lee S, Rhee K P, Choi J W. Design of the roll stabilization controller using fin stabilizers and pod propellers [J]. Applied Ocean Research, 2011, 33(4):229239.[10]Lee S H.A CADCAE integration approach using featurebased multiresolution and multiabstraction modeling techniques[J]. ComputerAided Design, 2005, 37(9):941955. |