期刊文献+

表面损伤层对结构整体变形和刚度的影响研究

Effects of Surface Damage Layer on Structural Global Deformation and Stiffness
下载PDF
导出
摘要 基于等效介质概念,对含表面微裂纹构件的力学特性进行了分析,给出了损伤层的定义,建立了含表面微裂纹的梁结构的等效双材料组合梁模型,推导了含损伤层梁的挠曲线微分方程,研究了损伤层对梁的弯曲变形的影响,给出了梁的挠度变化与损伤层厚度及等效弹性模量的关系,同时,分析了损伤层厚度及模量对梁的刚度的影响。分析计算结果表明:随损伤层厚度的增加,梁的挠度增大,刚度减小;随损伤层弹性模量的减小,梁的挠度增大,刚度减小;当损伤层厚度达到梁高的1/30以上时,损伤层对梁的弯曲变形和刚度影响较大,对机械加工的精度有较大影响。 In this paper the mechanical properties of the cracked structures are investigated using the equivalent medium theory. Based on the definition of the surface damaged layer, the two-material composite beam is used to model the cracked beam. The differential equation of the deflection curve of the cracked beam is deduced. The effects of the damaged layer on the bending deformation are studied. The relation among the beam deflection, thickness of the influence of the damaged layer and the equivalent elastic modulus of the damaged part is obtained. In addition, damaged reveal that the deflection damage layer is Bess of d layer increases larger than 3% the beam are so the the layer thickness & modulus on the beam stiffness is also evaluated. The numerical results of the beam will increase and the stiffness of the beam will decrease as the thickness of the or the elastic modulus of the damaged layer decreases. When the thickness of the damaged of the thickness of the beam, the influence of the damaged layer on the deflection and stiff- obviously that will affect the accuracy during the manufacturing process significantly.
出处 《机械科学与技术》 CSCD 北大核心 2013年第9期1358-1362,共5页 Mechanical Science and Technology for Aerospace Engineering
基金 国家重点基础研究发展计划项目(2009CB724406)资助
关键词 微裂纹 损伤层 组合梁 挠度 刚度 deflection ( structures ) microcrack calculations differential equations mechanical properties stiffness damaged layer composite beam
  • 相关文献

参考文献12

二级参考文献35

  • 1高蕴昕,郑泉水,余寿文.各向同性弹性损伤的双标量描述[J].力学学报,1996,28(5):542-549. 被引量:26
  • 2杨永锋,任兴民,秦卫阳.含横向裂纹Jeffcott转子刚度分析[J].西北工业大学学报,2006,24(6):778-781. 被引量:4
  • 3高蕴昕 郑泉水 等.各向同性弹塑性损伤的双标量描述[J].力学学报,1996,5:543-549. 被引量:1
  • 4Dimarogonas A D. Vibration engineering[M]. Minnesota: West Publishers, 1976. 被引量:1
  • 5Dimarogonas A D, Paipetis S A. Analytical methods in rotor dynamics[M]. London: Elsevier Applied Science, 1983. 被引量:1
  • 6Ostaehowitz W M, Krawezuk M. Analysis of the effect of cracks on the natural frequencies of a cantilever beam[J]. Journal of Sound and Vibration, 1991, 150: 191-201. 被引量:1
  • 7Rizos P F, Aspragathos N. Identification of crack location and magnitude in a cantilever beam from the vibration modes[J]. Journal of Sound and Vibration, 1990, 138(3); 381-388. 被引量:1
  • 8Narkis Y. Identification of crack location in vibration simply supported beams[J]. Journal of Sound and Vibration, 1994, 172(4): 549-558. 被引量:1
  • 9Lin H P. Direct and inverse methods on free vibration analysis of simply supported beams with a crack[J]. Engineering Structures, 2004, 26: 427-436. 被引量:1
  • 10Chang C C, Chen L W. Detection of the location and size of cracks in the multiple cracked beam by spatial wavelet based approach[J]. Mechanical Systems and Signal Processing, 2005, 19: 139-155. 被引量:1

共引文献30

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