The solution to the destabilizing critical load of circular double articulated arch under going vertical distributive loadg 0/cos2θ

Springer Science and Business Media LLC - Tập 20 - Trang 535-544 - 1999
Pan Yue1, Qi Yunsong1
1Qingdao Institute of Architecture and Engineering, Qingdao, P R China

Tóm tắt

In this paper, after taking the effect of axis force on bending into consideration, the general potential energy for the circular double articulated arch is established undergoing vertical distributive load g0/cos2θ. With sufficient engineering precision, the fourth approximations to the destabilizing critical load of the arch under this load are obtained by Ritz method. The approximations to the critical load table are listed for various center angles of arch, and are contrasted with the critical load circular arch undergoing radial uniform load. Some reference results have been obtained.

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