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薄壳非线性稳定理论的最新发展 被引量：8

Recent Development and Tendency of Nonlinear Theories of Stability for Thin-walled Shells
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摘要 本文回顾了近代非线性薄壳稳定理论的发展历史,认为薄壳稳定理论的研究大体经历了三个阶段:第一阶段为针对完善结构的线性弹性理论;第二阶段为考虑结构几何缺陷的非线性弹性理论;第三阶段为考虑实际材料性能的非线性弹塑性理论。目前正在进入第四阶段,即开始考虑结构物理缺陷的影响。最新的三个主要研究方向是:1)非线性薄壳有限元分析方法;2)材料局部损伤过程对薄壳稳定性的影响;3)带裂纹薄壳的稳定性分析。文中分别就这三个方向的研究现状进行了调查分析,并对今后的研究趋势进行了展望。 The development in nonlinear theories of stability for thin-walled shell was reviewed in this article and it was suggested that the theoretical research on the stability of thin shell has experienced three stages：the linear-elastic theories for perfect structures,the nonlinear-elastic theories for geometrical imperfect structures, the nonlinear and elastic-plastic theories. At present, the fourth stage begins to consider the influence of the physical defects such as crack. The recent main researches directions on the stability of thin-walled shell are： （1） nonlinear FEM method for thin-walled shells; （2） the influence of local damage on the global stability of thin shells; （3） the stability analysis of the thin shells with cracks. Finally,the advance in these three fields was reviewed systemically and future research trend were prospected outlook.
作者 周利 黄义
机构地区 西安建筑科技大学土木工程系
出处 《建筑钢结构进展》 2006年第4期23-32,共10页 Progress in Steel Building Structures
基金 广东省自然科学基金项目(04011764)
关键词 薄壳 稳定性理论 非线性 薄壳有限元 塑性损伤 裂纹 thin-walled shell stability theory nonlinearity finite element plastic damage cracks
分类号 TU352.1 [建筑科学—结构工程]
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参考文献88

  • 1[2]沈惠申(2002).板壳后屈曲行为[M],上海科学技术出版社
  • 2[3]Hutchinson,J.W.(1974),(in) Advances in Applied Mechanics,Vol.14,Academic Press.New York,67
  • 3[4]Su Xu Ming et al.(1990),Postbuckling and Imperfection Sensitivity Analysis of Structures in the Plastic Range.Part 1:Model Analysis[J].Thin-Walled Structures,10:263-275
  • 4[5]周承倜(1979).薄壳弹塑性稳定性理论[M],国防工业出版社
  • 5[6]Teng,J.G.and Rotter J.M.(1992).Buckling of pressurized axisymmetrically imperfect cylinders under axial loads[J].Journal of Engineering Mechanics,ASCE,118 (2):229-247
  • 6[7]Berry,P.A.,Rotter,J.M.and Bridge,R.Q.(2000).Compression tests on cylinders with circumferential weld depressions[J].Journal of Engineering Mechanics,ASCE,126 (4):405-413
  • 7[8]Holst,J.M.F.G.,Rotter,J.M.and Calladine C.R.(2000).Imperfections and buckling in cylindrical shells with consistent residual stresses[J].Journal of Constructional Steel Research,54:265-282
  • 8[9]Rotter,J.M.(1990).Local inelastic collapse of pressurized thin cylindrical steel shells under axial compression[J].Journal of Structural Engineering,ASCE,116(47):1955-1970
  • 9[10]Rotter,J.M.(1988).Calculated buckling strengths for the cylindrical wall of 10,000tonnes silos at Port Kembla[R].Investigation Report S663,School of Civil and Mining Engineering,University of Sydney
  • 10[11]Teng,J,G.(1994).Plastic collapse at lap-joints in pressurized cylinders under axial load[J].Journal f Engineering Mechanics,ASCE,120(1):23-45

二级参考文献27

  • 1[1]Yang H T Y,Saigal S,Liaw D G.Advances of thin shell finite elements and some applications-version 1[J].Comput.Struct.1990,35(4):481-504.
  • 2[2]Macneal R H.Perspective on finite elements for shell analysis [J].Finite Elements in Analysis and Design,1998,30(5):175-186.
  • 3[3]Meek J L,Tan H S.A faceted shell element with loof nodes [J].Int.J.Numer.Methods Eng.,1986,23(1):49-67.
  • 4[4]Phall R,Calladine C R.A simple class of finite elements for plate and shell problems 2:for thin shells,with only translational degrees of freedom [J].Int.J.Numer.Methods Eng.,1992,35(5):979-996.
  • 5[5]Allman D J.A basic flat facet finite element for the analysis of general shells [J].Int.J.Numer.Methods Eng.,1994,37(1):19-35.
  • 6[6]Ahmad S,Irons B M,Zienkiewicz O C.Analysis of thick and thin shell structures by curved finite elements [J].Int.J.Numer.Methods Eng.,1970,2(3):419-451.
  • 7[7]Huang H C.Static and dynamic analysis of plates and shells [M].London:Springer-Verlag,1988.
  • 8[8]Zienkiewicz O C,Taylor R L,Too J M.Reduced integration technique in general of plates and shells [J].Int.J.Numer.Methods Eng., 1971,3(2):275-290.
  • 9[9]Haughes T J R,Ohen M C,Haroun M.Reduced and selective integration techniques in the finite element analysis of plates [J].Nucl.Eng.Design,1978,46(1):203-222.
  • 10[10]Jacquotte O P.Oden J T.Analysis and treatment of hourglass instabilities in underintegrated finite element methods [A].Proc.Int.Conf.on Innovative Methods for Nonlinear Analysis [C].Swansea:Pineridge Press,1984.

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建筑钢结构进展
2006年 第4期

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