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作者:

Liu, Caiwei (Liu, Caiwei.) | Zhang, Yigang (Zhang, Yigang.) | Wu, Jinzhi (Wu, Jinzhi.)

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摘要:

Damage location was studied based on single-layer latticed cylindrical shell experiment model. Finite element analysis for the looseness of the bolt-ball was done by FEA software ANSYS using neural network pattern classification. The analysis focused on the whole structure. The sub-structure oriented damage location method was used in order to verify if there's damage and the general location of the damage. Then the node-location oriented technique was used to confirm the accurate location of the loosened bolt-ball. By finite element analysis and experimental results, damage identification is related to the sensitivity of the bolt-ball. To get the right result, the sensitivity should be more than 2%.The above mentioned method, based on incomplete modal data, can be used for the location of loosened bolt-ball. The above mentioned method, based on incomplete modal data, can be used for the location of the loose of the bolt-ball.

关键词:

Bolts Damage detection Finite element method Location Modal analysis

作者机构:

  • [ 1 ] [Liu, Caiwei]Key Laboratory of Urban Security and Disaster Engineering of China Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, Yigang]Key Laboratory of Urban Security and Disaster Engineering of China Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Wu, Jinzhi]Key Laboratory of Urban Security and Disaster Engineering of China Ministry of Education, Beijing University of Technology, Beijing 100124, China

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来源 :

Journal of Building Structures

ISSN: 1000-6869

年份: 2013

期: 7

卷: 34

页码: 125-132

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