摘要
变轴力杆件是工程中广泛运用的一类持力构件 ,其稳定计算通常采用数值方法 ,但数值方法不能象解析方法可以对一类问题求通解。本文通过建立无量纲柱的新概念 ,并按CDC法导出变轴力压杆临界力的计算公式 ,得出一批对称荷载作用下的计算结果 ,并导出了在集中力、均布轴力、三角形分布轴力单独作用和联合作用下压杆临界力相关公式。该方法拓宽了CDC法的适用范围 ,使数值法具有解析法的优点。
The varied-axial force beam-column is widely used in practice. Unlike the academic method, the numerical method is usually used only to solve its stability problem, but not to give the general answer a series of problems for beam-column. In this paper, firstly, a new conception of dimensionless beam column is presented. Secondly, based on the column deflection curve (CDC) method, the calculation formula for critical load of variable-axial force beam-column is derived. Thirdly, the numerical results under axial symmetric load are derived. Finally, the interaction formula on the critical load of beam-column under concentrated axial load, even distributed axial load and triangular distributed axial load and under these loads acted simultaneously are proposed respectively. The method given in this paper expands the application of CDC.
出处
《重庆建筑大学学报》
CSCD
2002年第3期43-46,共4页
Journal of Chongqing Jianzhu University
