期刊文献+

循环压缩-拉伸载荷下矩形板的极限强度 被引量:11

Ultimate Strength of a Rectangular Plate under Cyclic Compressive and Tensile Loads
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摘要 采用弹性大变形分析以及塑性分析相结合的方法讨论了循环压缩-拉伸载荷下长矩形板的非弹性载荷-变形性能。重点是探讨循环面内载荷下薄矩形板在后屈曲范围内的滞回特性。分析表明,板的面内压缩刚度和承载能力将随循环次数的增加而不断降低。 By a combination of perfectly elasic large de6Ction analys19andp6Tf6Cdy…8Standy,sis,the inelastic load-deflection behavior of a long rectangular plate under cyclic compressiveand tensile loads is discussed.The emphasis is placed on the hysteretic characteristics of athin rectangular plate subjected to cyclic in-plane loading in the postbuckling range。It hasbeen found from the hysteretic loops of load-deflection curves that the in-plane compressiverigidity and the loading capacity of the plate will deteriorate with an increase of the numberof cycles。
作者 黄震球
出处 《华中理工大学学报》 CSCD 北大核心 1994年第4期36-41,共6页 Journal of Huazhong University of Science and Technology
基金 国家教委博士点基金
关键词 结构工程 板元件 非弹性分析 极限 structural engineering plate elements cyclic inelastic analysis
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参考文献2

  • 1Yao T,J Soc Naval Architects Jap,1990年,168卷,449页
  • 2卢文达,柔韧板与柔韧壳,1959年

同被引文献70

  • 1黄震球.关于海船船体总强度准则的一个新见解[J].武汉造船,1993(6):8-12. 被引量:12
  • 2祁恩荣,崔维成.破损船体极限强度非线性有限元分析[J].船舶力学,2005,9(5):83-91. 被引量:17
  • 3黄震球,陈齐树,骆子夜,康少杰.循环面内压缩载荷下方板的非弹性变形性能[J].华中理工大学学报,1996,24(3):39-42. 被引量:11
  • 4黄震球,陈齐树,骆子夜.循环弯曲载荷下船体梁的极限纵强度[J].中国造船,1996,37(3):87-95. 被引量:16
  • 5YAO T, NIKOLOV P I. Buckling/plastic collapse of plates under cyclic loading[J]. Journal of the Society of Naval Architects of Japan, 1990,168:449-462.
  • 6GORDO J M, SOARES C G. Approximate methods to evaluate the hull girder collapse strength[J]. Ma- rine Structures,1996,9(3/4) :449-470.
  • 7RAHMAN M K, CHOWDHURY M. Estimation of ultimate longitudinal bending moment of ships and box girders [J]. Journal of Ship Research, 1996, 40 (3) :244-257.
  • 8PAIK J K, KIM B J, SEO J K. Methods for ultimate limit state assessment of ships and ship-shaped off- shore structures:Part III hull girders[J]. Ocean Engi- neering, 2008,35 : 281-286.
  • 9YAO T, FUJIKUBO M,KHEDMATI M R. Progres- sive collapse analysis of a ship's hull girder under longitudinal bending considering local pressure loads [J]. J. Society of Naval Architects of Japan, 2000,188:507-515.
  • 10ISSC Committee Ⅲ. 1 Report : Ultimate Strength[C]. Proceedings of the 18th International Ship and Off shore Structures Congress(ISSC), 2012 : 285-363.

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