[1] PANCIROLI R, SHAMS A, PORFIRI M. Experiments on the water entry of curved wedges:high speed imaging and particle image velocimetry[J]. Ocean Engineering, 2015, 94:213-222.
[2] JALALISENDI M, SHAMS A, PANCIROLI R, et al. Experimental reconstruction of three-dimensional hydrodynamic loading in water entry problems through particle image velocimetry[J]. Experiments in Fluids, 2015, 56(2):41.
[3] ROSIS A, FALCUCCI G, PORFIRI M, et al. Hydroelastic analysis of hull slamming coupling lattice Boltzmann and finite element methods[J]. Computers and Structures, 2014, 138(4):24-35.
[4] PANCIROLI R, ABRATE S, MINAK G. Hydroelasticity in water-entry problems:comparison between experimental and SPH results[J]. Composite Structures, 2012, 94(2):532-539.
[5] 卢旦, 李承铭. 基于嵌入空间变形体法的流固耦合网格更新[J]. 浙江大学学报:工学版, 2013, 47(3):508-514 LU Dan, LI Cheng-ming. Mesh update meth for fluid-solid coupling computation based on embedding spatial deformation method[J]. Journal of Zhejiang University:Engineering Science, 2013, 47(3):508-514
[6] 乔华, 陈伟球. 基于Arlequin方法的无网格法与有限元法耦合[J]. 浙江大学学报:工学版, 2011, 45(3):526-530 QIAO Hua, CHEN Wei-qiu. Coupling between meshless method and finite element method based on Arlequin method[J]. Journal of Zhejiang University:Engineering Science, 2011, 45(3):526-530
[7] 李九红. 一种新的无网格方法与有限元耦合法[J]. 工程数学学报, 2008, 25(6):321-336 LI Jiu-hong. A new coupled meshless-finite element method[J]. Chinese Journal of Engineering Mathematics, 2008, 25(6):321-336
[8] KOSHIZUKA S, OKA Y. Moving-particle semi-implicit method for fragmentation of incompressible fluid[J]. Nuclear Science and Engineering, 1996, 123(3):421-434.
[9] 潘徐杰, 张怀新. 用移动粒子半隐式法模拟液舱横摇晃荡现象[J]. 上海交通大学学报, 2008, 42(11):1904-1907 PAN Xu-jie, ZHANG Huai-xin. Moving-partical semi-implicit method for simulation of liquid sloshing on roll motion[J]. Journal of Shanghai JiaoTong University, 2008, 42(11):1904-1907
[10] SHIBATA K, MASAIE I, KONDO M, et al. Improved pressure calculation for the moving particle semi-implicit method[J]. Computational Particle Mechanics, 2015, 2(1):91-108.
[11] QIAN Y, ZHANG H. Research on water entry of wedge based on the improved MPS method with large eddy simulation[J]. Ocean Engineering, 2013, 31(6):9-108.
[12] GOTOH H, SAKAI T. Largrangian simulation of breaking waves using particle method[J]. Coast Engineering Journal, 1999, 41:303-326.
[13] TANG Q, ZHANG G, LIU G, et al. A three-dimensional adaptive analysis using the meshfree node-based smoothed point interpolation method (NS-PIM)[J]. Engineering Analysis with Boundary Elements, 2011, 35(10):1123-1135.
[14] CHEN Z, XIAO X, WANG D. Simulation study on flat-bottom structure slamming[J]. China Ocean Engineering, 2005, 19(3):375-394.
[15] TANG Q, ZHANG G, LIU G, et al. An efficient adaptive analysis procedure using the edge-based smoothed point interpolation method (ES-PIM) for 2D and 3D problems[J]. Engineering Analysis with Boundary Elements, 2012, 36(9):1424-1443.
[16] HE Z, LIU G, ZHONG Z, et al. A coupled ES-FEM/BEM method for fluid-structure interaction problems[J]. Engineering Analysis with Boundary Elements, 2011, 35(1):140-147.
[17] XIA B, CHEN Z. The simulation analysis of the slamming of elastic flat bottom marine structure[J]. China Offshore Platform, 2005, 1:102-106. |