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A Numerical Method for Cavity Identification in Beams on an Elastic Foundation 被引量:8
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作者 葛洪海 许金余 《Tsinghua Science and Technology》 SCIE EI CAS 2007年第5期540-545,共6页
An analytical solution for the natural frequencies of a beam containing a cavity on an elastic foundation is presented. Based on the analytical solution, a numerical method for identifying cavities in the foundation i... An analytical solution for the natural frequencies of a beam containing a cavity on an elastic foundation is presented. Based on the analytical solution, a numerical method for identifying cavities in the foundation is developed. The position and size of the cavities are identified by minimizing an objective function, which is formulated according to the difference between the computed and measured natural frequencies of the system. The conjugate gradient algorithm is adopted for minimizing the objective function. Some numerical examples are presented to demonstrate the applicability of the presented cavity determination method. The results show that the presented method can be used to identify the cavity position and size conveniently and efficiently. 展开更多
关键词 pavement-subgrade system beam on an elastic foundation cavity identification natural frequency conjugate gradient algorithm
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