TY - GEN
T1 - Efficient structural health monitoring by limited strain measurements
AU - Teng, J.
AU - Lu, W.
PY - 2010
Y1 - 2010
N2 - The structural health monitoring to large space steel structure has become more and more important and significant to monitor the performance, identifies the damage and assesses the remaining lifetime by the measurements of various kinds of sensors located in the structure. However, the acquisition method for the information of the behavior of the whole structure based on the limited measurements is still a challenge for the structural health monitoring. An approach for acquiring the whole structural stress distribution by limited strain measurements is presented in the paper. Firstly, the whole structure is divided into several substructures; secondly, the hierarchical clustering methods are used to make a decision on the number and the location of the sensors, while the fitting method introducing the definition of continuation is used to acquiring the stress distribution of baseline substructure and an amending method is used to acquiring the stress distribution of the other substructures; thirdly, the comparison of forecasting stress distribution and theoretical stress distribution from a numerical simulation example which is based on a real structure in Shenzhen of P. R. China shows that the stress distribution of the whole structure can be obtained from the limited strain measurements.
AB - The structural health monitoring to large space steel structure has become more and more important and significant to monitor the performance, identifies the damage and assesses the remaining lifetime by the measurements of various kinds of sensors located in the structure. However, the acquisition method for the information of the behavior of the whole structure based on the limited measurements is still a challenge for the structural health monitoring. An approach for acquiring the whole structural stress distribution by limited strain measurements is presented in the paper. Firstly, the whole structure is divided into several substructures; secondly, the hierarchical clustering methods are used to make a decision on the number and the location of the sensors, while the fitting method introducing the definition of continuation is used to acquiring the stress distribution of baseline substructure and an amending method is used to acquiring the stress distribution of the other substructures; thirdly, the comparison of forecasting stress distribution and theoretical stress distribution from a numerical simulation example which is based on a real structure in Shenzhen of P. R. China shows that the stress distribution of the whole structure can be obtained from the limited strain measurements.
KW - Measurement
KW - Monitoring
KW - Strain
KW - Structural reliability
UR - https://www.scopus.com/pages/publications/78649248894
U2 - 10.1061/41096(366)218
DO - 10.1061/41096(366)218
M3 - 会议稿件
AN - SCOPUS:78649248894
SN - 9780784410967
T3 - Proceedings of the 12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010
SP - 2361
EP - 2368
BT - Earth and Space 2010
T2 - 12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010
Y2 - 14 March 2010 through 17 March 2010
ER -