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静力凝聚法解叠层厚板的自由振动问题 被引量:3

On the solutions of free vibration problem for thick laminated plates by using static elimination method
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摘要 文章提出一种改进的叠层板理论 ,并针对两种特殊的叠层和相应的边界条件 ,给出了叠层复合材料厚板的解析解。该文还应用静力凝聚法 ,凝聚掉平面内位移和转角自由度 ,这样 ,求解特征值问题的工作量将大大减少。算例表明 。 A refined theory of laminated plate is presented, and the analytical solutions of thick laminated composite plates are given for two particular laminates under associated boundary conditions. The static elimination method is used to eliminate the in plane and rotation displacements, thus the time for calculating the eigenvalue problem is decreased greatly. The examples illustrate that the present work has a good efficiency.
作者 盛宏玉
出处 《合肥工业大学学报(自然科学版)》 CAS CSCD 2000年第6期1019-1022,共4页 Journal of Hefei University of Technology:Natural Science
关键词 叠层复合材料厚板 自由振动 静力凝聚法 解析解 thick laminated composite plate free vibration static elimination method
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参考文献4

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同被引文献25

  • 1朱宏平,李斌.利用动态特性测量值的结构损伤检测方法的比较研究[J].华中科技大学学报(城市科学版),2002,19(1):48-53. 被引量:7
  • 2朱慈勉,吴宇清.含无限刚性体结构的动力学特征与工程应用[J].力学与实践,2005,27(2):26-28. 被引量:1
  • 3A. K. Pandey and M, Biswas Damage detection in structures using changes in flexibility [ J]. Journal of Sound and Vibration, 1994,169 3 - 17
  • 4M. Sanayei and O. Onipede Damage assessment of structures using static test[J]data. A1AA Journal, 1991,29,1174- 1179
  • 5E. Parloo,P. Guillaume and M. Van Overmeire Damage assessment using mode shape Sensitivities[J]. Mechanical Systemsand Signal Processing,2003,17(3) ,499 - 518
  • 6Pandey A K. Damage Detection from changes of curvature mode shapes[J]. Sound and Vibration, 1991,145 (2) :321- 332
  • 7V, Marchand,J. Authesserre, J, Pouyet etal, Deteetion of the elastic constants of materials, in the form of plates, by a free vibration method [ J ]. Journal of Sound and Vibration, 1996, 194(4) ,497- 512
  • 8M. GrecUac and P. A. Paris. Direct Identification Of Elastic Constants Of Ani -sotropic Plates By Modal Analysis: Theoretical and numeric aspects[J] . Journal of Sound and Vibration, 1996,195(3) ,401 - 415
  • 9J. Maeck and G. Deroeck. Dynamic bending and torsion stiffness derivation from modal curvatures and torsion rates[J]. Journal of Sound and Vibration , 1999,225( 1 ), 153 - 170
  • 10PaoloClemente, Francesco Marulo, Leonardo Lecce & Andrea Bifulcoc. Expe- rimental modal analysis of the Garigliano cablestayed bridge [ J ]. Soil Dynamics and Earthquake Engineering 17(1998) 485 - 493

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