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Journal of Tsinghua University(Science and Technology)    2021, Vol. 61 Issue (6) : 626-635     DOI: 10.16511/j.cnki.qhdxxb.2020.25.041
ENGINEERING MECHANICS |
C1 natural element method for plastic limit analyses of thin plates
ZHOU Shutao1, MA Binjie1, HOU Chuantao1, TONG Jun1, JU Yatang1, LIU Yinghua2
1. Beijing Institute of Structure & Environment Engineering, Beijing 100076, China;
2. Department of Engineering Mechanics, School of Aerospace, Tsinghua University, Beijing 100084, China
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Abstract  The C1 natural element method (C1 NEM) was used to study the limiting loads of circular, rhombic, and equilateral polygon thin plates subjected to various loading conditions. An iterative solution for the upper load limits of the thin plates made the generalized stress fields satisfy the equilibrium equations and the boundary conditions. Iterative solutions were also used to calculate the lower limits of the load multipliers of thin plates using the lower bound theorem to obtain the generalized stress fields. This numerical method overcomes the difficulties introduced by the strong nonlinearity of the constraint condition in the lower bound theorem and reduces the calculations for the lower bound analysis in an easily implemented algorithm. This numerical approach can also be incorporated into upper bound analyses to estimate the limiting loads of thin plates. Numerical examples show that this numerical method can accurately and quickly predict the upper and lower load limits of thin plates.
Keywords limit analysis      upper bound theorem      lower bound theorem      C1 natural element method (C1 NEM)      direct iteration algorithm     
Issue Date: 28 April 2021
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ZHOU Shutao
MA Binjie
HOU Chuantao
TONG Jun
JU Yatang
LIU Yinghua
Cite this article:   
ZHOU Shutao,MA Binjie,HOU Chuantao, et al. C1 natural element method for plastic limit analyses of thin plates[J]. Journal of Tsinghua University(Science and Technology), 2021, 61(6): 626-635.
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http://jst.tsinghuajournals.com/EN/10.16511/j.cnki.qhdxxb.2020.25.041     OR     http://jst.tsinghuajournals.com/EN/Y2021/V61/I6/626
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
[1] 陈钢, 刘应华. 结构塑性极限与安定分析理论及工程方法[M]. 北京:科学出版社, 2006. CHEN G, LIU Y H. Numerical theories and engineering methods for structural limit and shakedown analyses[M]. Beijing:Science Press, 2006. (in Chinese)
[2] 徐秉业, 刘信声. 结构塑性极限分析[M]. 北京:中国建筑工业出版社, 1985. XU B Y, LIU X S. Plastic limit analysis of structures[M]. Beijing:China Architecture & Building Press, 1985. (in Chinese)
[3] YU M H, MA G W, LI J C. Structural plasticity:Limit, shakedown and dynamic plastic analyses of structures[M]. Berlin:Springer Press, 2009.
[4] HODGE P G. Limit analysis of rotationally symmetric plates and shells[M]. New Jersey:Prentice-Hall, 1963.
[5] SAVE M A, MASSONNET C C. Plastic analysis and design of plates, shells, and disks[M]. Amsterdam:Elsevier Science Ltd., 1972.
[6] LUBLINER J. Plasticity theory[M]. New York:Macmillan, 1990.
[7] FOX E N. Limit analysis for plates:The exact solution for a clamped square plate of isotropic homogeneous material obeying the square yield criteron and loaded by uniform pressure[J]. Philosophical Transactions of the Royal Society A:Mathematical, Physical and Engineering Sciences, 1974, 277(1265):121-155.
[8] HODGE P G Jr, BELYTSCHKO T. Numerical methods for the limit analysis of plates[J]. Journal of Applied Mechanics, 1968, 35(4):795-802.
[9] CAPSONI A, CORRADI L. Limit analysis of plates:A finite element formulation[J]. Structural Engineering and Mechanics, 1999, 8(4):325-341.
[10] TURCO E, CARACCIOLO P. Elasto-plastic analysis of Kirchhoff plates by high simplicity finite elements[J]. Computer Methods in Applied Mechanics and Engineering, 2000, 190(5-7):691-706.
[11] LE C V, GILBERT M, ASKES H. Limit analysis of plates using the EFG method and second-order cone programming[J]. International Journal for Numerical Methods in Engineering, 2009, 78(13):1532-1552.
[12] BLEYER J, DE BUHAN P. On the performance of non-conforming finite elements for the upper bound limit analysis of plates[J]. International Journal for Numerical Methods in Engineering, 2013, 94(3):308-330.
[13] CAPSONI A, DA SILVA M V. A finite element formulation of Mindlin plates for limit analysis[J]. International Journal for Numerical Methods in Biomedical Engineering, 2011, 27(1):143-156.
[14] BAGHANI M, FEREIDOONNEZHAD B. Limit analysis of FGM circular plates subjected to arbitrary rotational symmetric loads using von-Mises yield criterion[J]. Acta Mechanica, 2013, 224(8):1601-1608.
[15] MAKRODIMOPOULOS A. An upper bound limit analysis formulation for thin plates[J]. Engineering and Computational Mechanics, 2015, 168(4):133-143.
[16] NGUYEN-THOI T, PHUNG-VAN P, NGUYEN-THOI M H, et al. An upper-bound limit analysis of Mindlin plates using CS-DSG3 method and second-order cone programming[J]. Journal of Computational and Applied Mathematics, 2015, 281:32-48.
[17] 周书涛, 刘应华, 陈莘莘. 基于非协调矩形弯曲单元的薄板极限上限分析方法[J]. 清华大学学报(自然科学版), 2011, 51(12):1887-1893. ZHOU S T, LIU Y H, CHEN S S. Upper-bound limit analysis method of thin plates based on the nonconforming rectangular bending element[J]. Journal of Tsinghua University (Science and Technology), 2011, 51(12):1887-1893. (in Chinese)
[18] ZHOU S T, LIU Y H, CHEN S S. Upper bound limit analysis of plates utilizing the C1 natural element method[J]. Computational Mechanics, 2012, 50(5):543-561.
[19] 陈浩峰. 多组载荷下结构极限分析和参考应力确定的数值方法及工程应用[D]. 北京:清华大学, 1998. CHEN H F. Numerical methods for limit analysis and reference stress determination of structures under multi-loading systems and their engineering applications[D]. Beijing:Tsinghua University, 1998. (in Chinese)
[20] ZHOU S T, LI Y, LIU Y H, et al. A numerical estimate method for limit analysis of plane structures by adopting the natural element method[C]//The 22nd Conference on Structural Mechanics in Reactor Technology. California, USA, 2013:1279-1287.
[21] SUKUMAR N, MORAN B. C1 natural neighbour interpolant for partial differential equations[J]. Numerical Methods for Partial Differential Equations, 1999, 15(4):417-447.
[22] SUKUMAR N, MORAN B, BELYTSCHKO T. The natural element method in solid mechanics[J]. International Journal for Numerical Methods in Engineering, 1998, 43(5):839-887.
[23] 张丕辛. 极限分析的无搜索数学规划算法及其应用[D]. 北京:清华大学, 1989. ZHANG P X. No-search mathematical programming algorithm for limit analysis and its engineering applications[D]. Beijing:Tsinghua University, 1989. (in Chinese)
[24] MANSFIELD E H. Studies in collapse analysis of rigid-plastic plates with a square yield diagram[J]. Proceedings of the Royal Society A-Mathematical, and Physical and Engineering Sciences, 1957, 241(1226):311-338.
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