Static and vibration analyses of laminated conical shells under various boundary conditions using a modified scaled boundary finite element method

被引:1
|
作者
Liu, Jun [1 ]
Ji, Chenxi [1 ]
Ye, Wenbin [1 ,2 ]
Gan, Lei [3 ]
Qin, Lei [4 ]
Zang, Quansheng [5 ]
Wang, Haibo [4 ,6 ]
机构
[1] Dalian Univ Technol, Sch Infrastructure Engn, Dept Hydraul Engn, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, State Key Lab Struct Anal, Optimizat & CAE Software Ind Equipment, Dalian 116024, Peoples R China
[3] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Jiangsu, Peoples R China
[4] Sun Yat Sen Univ, Sch Civil Engn, Guangzhou 510275, Peoples R China
[5] Zhengzhou Univ, Sch Water Conservancy & Transportat, Zhengzhou 450001, Peoples R China
[6] Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing 210024, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Laminated conical shell; Scaled boundary finite element method; Scaling surface; Static and vibration analyses; Conical coordinate system; HEAT-CONDUCTION PROBLEMS; SHEAR DEFORMATION; CYLINDRICAL-SHELLS; COMPOSITE; REVOLUTION; FORMULATION; BEHAVIOR; PLATES;
D O I
10.1016/j.camwa.2024.11.024
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this paper, a modified scaled boundary finite element method (SBFEM) is developed to study static and vibration behaviors of laminated conical shells under the conical coordinate system. In the modified SBFEM, the geometry of the conical shell is defined entirely by scaling the internal surface of the structure. This approach eliminates geometric errors caused by discretization, thereby enhancing modeling accuracy. The three-dimensional problem is simplified to a twodimensional analysis since discretization is only applied to the boundary of the computational domain. Additionally, the semi-analytic property of the SBFEM allows for the derivation of a linear analytical solution for the laminated conical shell in the radial direction. First, a scaled boundary coordinate system for the scaling surface is established, and a second-order scaled boundary finite element governing equation with variable coefficients is derived for a single layer of the conical shell using the principle of virtual work. Next, the governing equation is transformed into a first-order system by introducing a combined vector of displacement and nodal force, and the stiffness matrices for each layer of the laminated conical shell are obtained using the precise integration method. Finally, an overall analysis of the laminated structure is conducted by assembling each single-layer structure while considering the continuity boundary condition at interfaces. Static and vibration analyses of laminated conical shells are conducted, and the results are compared with those from the literature to demonstrate the adaptability and convergence of the proposed method. Several numerical examples are presented to examine the effects of various geometric parameters, such as thickness, length, semi-vertex angles, layup directions, and stacking sequences, on the responses of the structure.
引用
收藏
页码:147 / 166
页数:20
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