Meshless method for static bending and free bending vibration analysis of  stiffened circular plates on elastic foundation

PENG Linxin1,2,3, SHEN Yajing1, QIN Xia1, YANG Jiansheng1

Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (7) : 11-22.

PDF(2791 KB)
PDF(2791 KB)
Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (7) : 11-22.

Meshless method for static bending and free bending vibration analysis of  stiffened circular plates on elastic foundation

  • PENG Linxin1,2,3, SHEN Yajing1, QIN Xia1, YANG Jiansheng1
Author information +
History +

Abstract

Based on the first-order shear deformation theory, a meshless method for bending analyses of stiffened circular plates in static and free vibrational state on elastic foundation is proposed. Winkler foundation is used to model the elastic foundation. The stiffened circular plate is modelled as a composite structure that consists of a flat circular plate and many stiffeners. A series of points are used to discretize the flat circular plate and stiffeners to obtain the mesh-free model. The moving least-squares approximation is used to construct the shape functions and to derive the displacement fields of the flat circular plate and stiffeners, respectively. The total potential energy and kinetic energy of the stiffened circular plate is obtained according to the compatibility condition between the flat circular plate and the stiffeners. The equations governing the bending behaviors of the stiffened circular plate in static and free vibrational state are derived according to the principle of Minimum Potential Energy and the Hamilton's Principle, respectively. The boundary conditions are enforced by the full transformation method. The convergence of the proposed method and the domain of influence that affects the calculated results are studied. Several numerical examples are calculated by the proposed method and compared with the results available in the literature or given by the finite element software ABAQUS. The results show that the proposed method frees the researchers from determining a nodal line on the plate along every stiffener, which is very beneficial for carrying out optimization studies on stiffeners’ locations.

Key words

elastic foundation / stiffened circular plate / linear bending / free vibration / meshless method

Cite this article

Download Citations
PENG Linxin1,2,3, SHEN Yajing1, QIN Xia1, YANG Jiansheng1. Meshless method for static bending and free bending vibration analysis of  stiffened circular plates on elastic foundation[J]. Journal of Vibration and Shock, 2022, 41(7): 11-22

References

[1] 王超刚.变地基模量上圆板弯曲问题的研究[J].数学理论与应用,2004(01):123-125.
Wang Chaogang. The study on the bending of a circular plate problems on variable modulus of elastic foundation[J]. Mathematical theory and application,2004(01):123-125.
[2] Wang C Y. On the buckling of a circular plate on an elastic foundation[J]. Journal of Applied Mechanics, 2005, 72(5): 795-796.
[3] Yu L H, Wang C Y. Buckling Mosaic of Concentrically Hinged or Cracked Circular Plates on Elastic Foundation[J]. Aiaa Journal, 2009, 47(9): 2253-2255.
[4] Yu L H, Wang C Y. Buckling mosaic of a circular plate on a partial elastic foundation[J]. Structural Engineering & Mechanics, 2010, 34(1): 135-138.
[5] 何芳社,郭春霞,郭雅云.弹性圆板下横观各向同性弹性地基的轴对称问题[J].应用力学学报,2012,29(05): 512-515+625.
He fangshe, Guo Chunxia, Guo Yayun. Axial symmetric problems of transversely isotropic foundation under an elastic circular plate[J]. Chinese Journal of Applied Mechanics, 2012, 29(05): 512-515+625.
[6] Starovoitov E I, Leonenko D V. Vibrations of circular composite plates on an elastic foundation under the action of local loads[J]. Mechanics of Composite Materials, 2016, 52(5): 1-8.
[7] Starovoitov E I, Leonenko D V, Tarlakovsky D V. Resonance Vibrations of a Circular Composite Plates on an Elastic Foundation[J]. Mechanics of Composite Materials, 2015, 51(5): 561-570.
[8] 裴昭,聂国华.横向动载作用下弹性基础上圆板动力响应分析[J].科技通报,2018,34(01):18-25.
Pei Zhao, Nie Guohua. Dynamic response of an elastically constrained circular plate based on moving load[J]. Bulletin of Science and Technology, 2018,34(01): 18-25.
[9] 金康宁.弹性地基上的加肋板分析——边界元和有限元法耦联[J].武汉城市建设学院学报,1997(03):6-10.
Jin Kangning. Analysis of stiffened plates on elastic foundation——using boundary element method and finite element method[J]. Journal of Wuhan Institute of Urban Construction, 1997(03): 6-10.
[10] 邓安福,吕镇江,干腾君.Winkler地基上加肋板的弹性分析[J].重庆建筑大学学报,1998(05):5-9.
Deng Anfu, LV Zhenjiang, Gan Tengjun. Elastic analysis of beam-plate foundation with Winkler model[J]. Journal of Chongqing Jianzhu University, 1998(05): 5-9.
[11] 蔡健,何春保,沈建华,等.梁板式矩形筏基与地基共同作用的弹性分析[J].岩石力学与工程学报, 2005(10):1804-1810.
Cai Jian, He Chunbao, Shen Jianhua, et al. Elastic analysis of interaction between stiffened raft and subsoil [J]. Chinese Journal of Rock Mechanics and Engineering, 2005(10): 1804-1810.字符
[12] Lee B K, Lee Y S, Oh S K, et al. Stability analysis of stiffened plates on elastic foundations[J]. Transactions of the Korean Society for Noise and Vibration Engineering, 2003, 13(12): 947-955.
[13] Taczala M, Buczkowski R. Eigenvalue analysis of stiffened plates resting on elastic foundation[J]. Maritime Technology and Engineering, 2015, 1&2: 495-501.
[14] Belytschko T, Lu Y Y, Gu L. Element-free Galerkin methods[J]. International Journal for Numerical Methods in Engineering, 1994, 37: 229-256.
[15] Chen J-S, Pan C, Wu C-T, et al. Reproducing kernel particle methods for large deformation analysis of non-linear structures[J]. Computer Methods in Applied Mechanics and Engineering, 1996, 139: 195- 227.
[16] 张 雄,宋康祖,陆明万.无网格法研究进展及其应用[J]. 计算力学学报, 2003, 20(6): 730-742.
Zhang Xiong, Song Kangzu, Lu Mingwan. Research progress and application of meshless method[J]. Chinese Journal of Computational Mechanics, 2003, 20(6):730-742.
[17] Liew K M, Peng L X, Kitipornchai S. Buckling of folded plate structures subjected to partial in-plane edge loads by the FSDT meshfree Galerkin method[J]. International Journal for Numerical Methods in Engineering, 2006, 65(9): 1495-1526.
[18] Tamijani A Y, McQuigg T, Kapania R K. Free vibration analysis of curvilinear-stiffened plates and experimental validation[J]. Journal of Aircraft, 2010, 47(1): 192-200.
[19] Tamijani A Y, Kapania R K. Vibration analysis of curvilinearly-stiffened functionally graded plate using element free Galerkin method[J]. Mechanics of Advanced Materials and Structures, 2012, 19(1-3): 100-108.
[20] Sadamoto S, Tanaka S, Taniguchi K, et al. Buckling analysis of stiffened plate structures by an improved meshfree flat shell formulation[J]. Thin-Walled Structures, 2017, 117: 303-313.
[21] Ozdemir M, Sadamoto S, Tanaka S, et al. Application of 6-DOFs meshfree modeling to linear buckling analysis of stiffened plates with curvilinear surfaces[J]. Acta Mechanica, 2018, 229(12):4995-5012.
[22] 彭林欣.矩形加肋板线性弯曲分析的移动最小二乘无网格法[J].计算力学学报,2012,29(02):210-216.
Peng Linxin. Bending analysis of rectangular ribbed plates by the moving-least square meshfree method[J]. Chinese Journal of Computational Mechanics, 2012, 29(2): 210-216.
[23] 彭林欣.加肋板自由振动的移动最小二乘无单元分析[J].振动与冲击,2011,30(06):67-73.
Peng Linxin. Moving-least-square meshless analysis on free vibration behavior of ribbed plates[J]. Journal of Vibration and Shock, 2011, 30(06): 67-73.
[24] Ping Zhu, K.M. Liew. A local Kriging meshless method for free vibration analysis of functionally graded circular plates in thermal environments[J]. Procedia Engineering, 2012, 31:1089-1094.
[25] 张驰,校金友,张硕.用无网格法分析功能梯度材料圆板的自由振动[J].科学技术与工程,2014,14(13):145-150.
Zhang Chi, Xiao Jinyou, Zhang Shuo.Study on Free Vibration of Circular FGM Plate by Meshless Method[J]. Science Technology and Engineering, 2014, 14(13): 145-150.
[26] Farahani BV, Berardo JM, Drgas R, de Sa JMAC, Ferreira AJM, Belinha J. The Axisymmetric Analysis of Circular Plates Using the Radial Point Interpolation Method[J]. International Journal for Computational Methods in Engineering Science & Mechanics, 2015,16(6): 336-353.
[27] Che SS, Xu CJ, Tong GS, Wei X. Free vibration of moderately thick functionally graded plates by a meshless local natural neighbor interpolation method[J]. Engineering Analysis with Boundary Elements,2015, 61:114-126.
[28] 陈莘莘,李鹤.复合材料层合板自由振动分析的无网格自然邻接点Petrov-Galerkin法[J].计算力学学报,2018, 35(06):738-743.
Chen Shenshen, Li He. Free vibration analysis of laminated composite plates by the meshless natural neighbour Petrov-Galerkin method[J]. Chinese Journal of Computational Mechanics, 2018, 35(06):738-743.
[29] Edalati H, Soltani B. Elastic analysis of arbitrary shape plates using Meshless local Petrov-Galerkin method[J]. Wind & structures, 2018, 27(4):235-245.
[30] 熊渊博,龙述尧.用无网格局部Petrov-Galerkin方法分析Winkler弹性地基板[J].湖南大学学报(自然科学版), 2004(04):101-105.
Xiong Yuanbo, long Shuyao. An Analysis of Plates on the Winkler Foundation with the Meshless Local Petrov-Galerkin Method[J]. Journal of Hunan University (Natural Science), 2004(04): 101-105.
[31] 熊渊博,王浩,龙述尧.弹性地基上正交各向异性板的无网格局部Petrov-Galerkin法分析[J].岩土工程学报, 2005(09):1097-1100
Xiong Yuanbo, Wang Hao. Long Shuyao. Analysis for orthotropic plate on elastic foundation by meshless local Petrov-Galerkin(MLPG) method. Chinese Journal of Geotechnical Engineering, 2005(09):1097-1100
[32] 夏平,龙述尧,胡玮军.弹性地基中厚板弯曲问题的无网格LRPIM分析[J].岩土力学,2010,31(02):656-660.
Xia ping, Long Shuyao, Hu Weijun. Bending analysis of moderately thick plates on elastic foundation by meshless local radial point interpolation method[J]. Rock and Soil Mechanics, 2010, 31(02): 656-660.
[33] 魏相罗.弹性地基板弯曲问题无网格数值分析[D].邯郸:河北工程大学,2015.
Wei Xiangluo. Meshless numerical analysis for bending of elastic foundation plate[D]. Handan: Hebei University of Engineering, 2015.
[34] Kumar R, Lal A, Singh B N, et al. Meshfree approach on buckling and free vibration analysis of porous FGM plate with proposed IHHSDT resting on the foundation[J]. Curved and Layered Structures, 2019, 6(1):192-211.
[35] Shams S, Soltani B. Buckling of Laminated Carbon Nanotube-Reinforced Composite Plates on Elastic Foundations Using a Meshfree Method[J]. Arabian Journal for Science & Engineering, 2016, 41(5): 1981-1993.
[36] 覃霞,曾治平,彭林欣.弹性地基上矩形加肋板自由振动分析的无网格法[J]. 应用力学学报,2017,34(6):1027-1033.
Qin Xia, Zeng Zhiping, Peng Linxin. Free vibration analysis of ribbed plates on elastic foundation with a meshfree method[J]. Chinese Journal of Applied Mechanics, 2017, 34(6): 1027-1033.
[37] 覃霞,刘珊珊,吴宇,等.平行四边形加肋板自由振动分析的无网格法[J].工程力学,2019,36(3):24-32+39.
Qin Xia, Liu Shanshan, Wu Yu, et al. Free vibration analysis of ribbed skew plates with a meshfree method[J]. Engineering Mechanics, 2019, 36(03): 24-32+39.
[38] 吴宇,覃霞,吴天文,等.基于无网格法的弹性地基加肋斜板频率数值解[J]计算力学学报,2019,36(1): 110-116.
Wu Yu, Qin Xia, Wu Tianwen, et al. Numerical solution frequencies of stiffened skew plate on elastic foundation via meshfree method[J]. Chinese Journal of Computational Mechanics,2019, 36(01): 110-116.
[39] 覃霞,刘珊珊,谌亚菁,等.基于遗传算法的弹性地基加肋板肋梁无网格优化分析[J].力学学报,2020,52(01):93-110.
Qin Xia, Liu Shanshan, Shen Yajing, et al. Rib meshless optimization of stiffened plate resting on elastic foundation based on genetic algorithm[J]. Chinese Journal of Theoretical and Applied Mechanics,2020,52(01): 93-110.
[40] 曾祥勇,吴小伟,刘晓博.Winkler地基上圆形厚板计算的无单元伽辽金法[J].工业建筑,2012,42(02):78-81+86.
Zeng Xiangyong, Wu Xiaowei, Liu Xiaobo. Element-free Galerkin method for numerical analysis of circular Mindlin plate bending on a Winkler foundation[J]. Industrial Construction,2012,42(02): 78-81+86.
[41] 肖勇刚,冯迪.弹性地基圆板受集中力的快速无单元解法[J].固体力学学报,2018,39(05):522-529.
Xiao Yonggang, Feng Di. A Fast Computation Algorithm for the Element-free Galerkin Method for a Circular Plate on Elastic Foundation Subjected to concentrated Load[J]. Acta Mechanica Solida Sinica, 2018, 39(05): 522-529.
[42] Salkauskas P L. Surfaces generated by moving least squares methods[J]. Mathematics of Computation, 1981, 37(155):141-158.
[43] Reddy J N. Theory and Analysis of Elastic Plates[M]. London: Taylor & Francis, 1999.
[44] 谢洪阳.弹性地基板动力问题的数值分析[D].武汉:华中科技大学,2006.
Xie Hongyang. Numerical Analysis of Dynamic Problems of Elastic Foundation Plates[D]. Wuhan: Huazhong University of Science and Technology, 2006.
[45] 邓安福,干腾君,李正良,等. 弹性地基上厚板的计算分析[J].岩土工程学报,2003(06):653-657.
Deng Anfu, Gan Tengjun, Li Zhengliang, et al. Computation and analysis of thick plates on elastic foundations[J]. Chinese Journal of Geotechnical Engineering, 2003(06): 653-657.
PDF(2791 KB)

Accesses

Citation

Detail

Sections
Recommended

/