期刊文献+

轴向载荷下功能梯度材料Timoshenko梁动力屈曲分析 被引量:2

Dynamic Buckling of Functionally Graded Timoshenko Beam under Axial Load
下载PDF
导出
摘要 假设功能梯度材料Timoshenko梁各项物性参数只沿厚度方向按幂函数进行连续变化,研究了功能梯度材料Timoshenko梁的动力屈曲。基于一阶剪切理论,采用Hamilton原理推导出轴向载荷作用下,功能梯度材料Timoshenko梁动力屈曲的控制方程。利用里兹法与棣莫弗公式相结合,获得了功能梯度材料Timoshenko梁在夹支-固支边界条件下动力屈曲临界载荷的解析表达式和屈曲解。应用MATLAB编程计算,讨论了功能梯度材料Timoshenko梁的几何尺寸、梯度指数、模态数、材料构成、泊松比以及弹性模量对临界载荷的影响。结果表明:功能梯度材料Timoshenko梁动力屈曲临界载荷随梁长度的增大而减小,随着梯度指数的增大而减小,随模态数的增大而增大,说明冲击载荷越大,高阶模态越容易被激发;随着泊松比和弹性模量的增大而增大,且泊松比的影响较小,而弹性模量的影响较大。由于剪切项的影响,临界载荷-临界长度的关系曲线在加载端变化趋势平缓。随着模态数的增大,梁的屈曲模态越为复杂。 In this study,we investigated the dynamic buckling of the functionally graded Timoshenko beam whose property parameters continuously change according to the power function along the thickness direction.Based on the first order shear deformation theory,we derived the governing equation of the dynamic buckling of functionally graded material Timoshenko beams under axial step loading by using the Hamilton s principle.Using the Ritz method combining with the de Moivre s formula,we obtained the buckling solution and the expression of the critical load of the dynamic buckling of functionally graded material Timoshenko beam under the clamped-fixed boundary condition.Then,the influence of geometric size,gradient index,modal number,material composition,Poisson s ratio and elastic modulus on the critical load by MATLAB calculation was discussed.The results show that the critical load of the functionally graded material Timoshenko beam decreases with the increase of beam length and the gradient index,and increases with the increase of the modal number,showing that the higher modal number is more easily excited by the increase of impact load.Furthermore,the critical load increases with the increase of the Poisson s ratio and the elastic modulus,and the effect of elastic modulus is greater than Poisson s ratio.The critical load-critical length curve tends to be gentle at the loading end because of the influence of shear term.Buckling mode of beam becomes more complicated when the modal number increases.
作者 黄悦 韩志军 路国运 HUANG Yue;HAN Zhijun;LU Guoyun(College of Mechanics,Taiyuan University of Technology,Taiyuan 030024,China;College of Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan 030024,China)
出处 《高压物理学报》 EI CAS CSCD 北大核心 2018年第4期93-100,共8页 Chinese Journal of High Pressure Physics
基金 国家自然科学基金(11372209) 山西省研究生教育改革研究课题(2015JG41)
关键词 功能梯度材料 动力屈曲 临界载荷 里兹法 棣莫弗公式 functionally graded material dynamic buckling critical load Ritz method de Moivre s formula
  • 相关文献

参考文献2

二级参考文献21

  • 1于涛,仲政.均布荷载作用下功能梯度悬臂梁弯曲问题的解析解[J].固体力学学报,2006,27(1):15-20. 被引量:32
  • 2李世荣,张靖华,赵永刚.功能梯度材料Timoshenko梁的热过屈曲分析[J].应用数学和力学,2006,27(6):709-715. 被引量:31
  • 3马连生,欧志英,黄达文.不同梁理论之间简支梁特征值的解析关系[J].工程力学,2006,23(10):91-95. 被引量:15
  • 4Ichikawa K. Functionally graded materials in the 21 century: a workshop on trends and forecasts [M]. Japan: Kluwer Academic Publishers, 2000.
  • 5Benatta M A, Tounsi A, Mechab I, Bachir Bouiadjra M. Mathematical solution for bending of short hybrid composite beams with variable fibers spacing [J]. Applied Mathematics and Computation, 2009, 212: 337-348.
  • 6Sallai B O, Tounsi A, Mechab I, Bachir M B, Meradjah M B, Adda E A. A theoretical analysis of flexional bending of AI/AI203 S-FGM thick beams [J]. Computational Materials Science, 2009, 44: 1344-1350.
  • 7Ding H J, Huang D J, Chen W Q. Elastic solution for plane anisotropic fi.mctionally graded beams [J]. International Journal of Solids and Structures, 2007, 44: 176-196.
  • 8Kang Y-A, Li X-F. Bending of functionally graded cantilever beam with power-law non-linearity subjected to an end force [J]. International Journal of Non-Linear Mechanics, 2009, 44: 696-703.
  • 9Li X-F. A unified approach for analyzing static and dynamic behaviors of functionally graded Timoshenko and Euler-Bemoulli beams [J]. Journal of Sound and Vibration, 2008, 318: 1210-1229.
  • 10Simsek M. Fundamental frequency analysis of functionally graded beams by using different higher-order beam theories [J]. Nuclear Engineering and Design, 2010, 240: 697-705.

共引文献15

同被引文献29

引证文献2

二级引证文献8

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部