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有损伤连续梁的瞬态响应 被引量:1

Transient response of a damaged continuous beam
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摘要 出于局部控制和健康安全监测的需要,为检测结构的损伤提供可能性,应用回传射线矩阵法,对方波脉冲作用下的有损伤连续梁进行损伤检测研究。连续梁结构的局部损伤用减小单元的杨氏模量来模拟。结果表明,当方波脉冲斜向作用时,通过结构上接收点处轴向速度波能准确判断损伤存在,确定损伤区域,估测损伤程度。 While elastic waves propagates along structures, all kinds of information can be carried, including damage information, which offers possibility for detection of damaged structures. For the sake of carrying on local control and health safety monitoring, a damaged continuous beam by applying square pulses was investigated by the reverberation-ray matrix method. The local damage in the continuous beam was modeled by the decreased Young's modulus. Researched results show that while the square pulse is applied obliquely, the axial velocity wave at the receiving point can be detected, the detected velocity wave can be used to locate the damage position and to estimate the damage degree.
作者 余云燕
出处 《爆炸与冲击》 EI CAS CSCD 北大核心 2009年第1期61-66,共6页 Explosion and Shock Waves
基金 甘肃省自然科学基金项目(3ZS061-A25-042) 兰州交通大学"青蓝"人才工程基金项目(QL0507A)
关键词 固体力学 瞬态响应 回传射线矩阵法 连续梁 损伤检测 速度波 solid mechanics transient response reverberation-ray matrix method continuous beam damage detection velocity wave
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参考文献15

  • 1Pandey A K, Biswas M, Samman M M. Damage detection from changes in curvature mode shapes[J]. Journal of Sound and Vibration, 1991,145(2) :321-332. 被引量:1
  • 2Pandey A K, Biswas M. Damage detection in structures using changes in flexibility[J]. Journal of Sound and Vibration, 1994,169 (1) :3-17. 被引量:1
  • 3Koh C G, See L M, Balendra T. Damage detection of buildings: Numerical and experimental studies[J].Journal of Structural Engineering, 1995,121(8) :1155-1160. 被引量:1
  • 4Koh C G, Hoon B, Liaw C Y. Parameter identification of large structural systems in time domain[J]. Journal of Structural Engineering, 2000,126(8) :957-963. 被引量:1
  • 5Housner G W, Bergman L A, Caughey T K, et al. Structural controh past, present, and future[J].Journal of Engineering Me chanics, 1997,123(9):897-971. 被引量:1
  • 6Pao Y H , Keh D C, Howard S M. Dynamic response and wave propagation in plane trusses and frames[J].AIAA Journal, 1999,37(5) :594-603. 被引量:1
  • 7Chen J F, Pao Y H. Effects of causality and joint conditions on method of reverberation-ray matrix[J]. AIAA Journal, 2003,41 (6) : 1138-1142. 被引量:1
  • 8Su X Y, Tian J Y, Pao Y H. Application of the reverberation-ray matrix to the propagation of elastic waves in a layered solid[J]. International Journal of Solids and Structure, 2002, 39(21-22) : 5447-5463. 被引量:1
  • 9田家勇,苏先樾.刚架结构的节点质量阻尼减振分析[J].固体力学学报,2002,23(1):47-53. 被引量:13
  • 10谢禹,余云燕.有损伤简支桥梁的波动分析[J].兰州交通大学学报,2006,25(6):74-77. 被引量:3

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