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出 处:《铁道学报》2001年第6期72-76,共5页Journal of the China Railway Society
摘 要:采用直梁单元 ,编制了杆系结构的几何非线性有限元程序。通过 2个曲杆结构的实例 ,对采用直梁单元和多种曲梁单元的有限元计算进行了对比。结果表明 ,采用两类单元的计算结果没有明显的差别。因而 ,在杆系结构的非线性分析中 ,可以采用直梁单元来模拟曲梁 ,进行屈曲分析。In this paper, a computer code of geometric-nonlinear analysis of the frame structures, which used straight-beam element, was developed. By two examples about curved frame structures, several computations used both straight-elements and curved-beam elements were contrasted. The result indicated that there was no distinct difference between the two types of elements. So it is sure that the straight-beam element can simulate the curved-structures and can be used in the buckling analysis of frame structures.
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