科研之友
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摘要
This paper presents the analysis of a shaft by the line-loaded integral equation method. The shaft is considered to be an elastic cylindrical shell, with constant or step-varied thickness, with or without hinged supports, embedded in a granular half space under the action of gravity. The problem is reduced to a Fredholm integral equation of the first kind and its numerical result is given.
- 出版日期1992-5-17
- 单位华南理工大学
