摘要
按Trasca屈服准则,建立了同时考虑弯曲和初始非圆度影响时受压管道的初始屈服公式此式在压力单独作用下即退化成著名的STimoshenko公式文中对不同的弯曲及非圆度。
First-yield expressiones of initially imperfect pipelines subject to combined external pressure and bending loads are developed using a Trasca yield criterion.The expression can be reduced to a Timoshenko and Gere′s formula under pressure load alone.The imperfection is assumed to be small out-of-roundness.The influence of bending on yield pressure is studied for different initialovality.Some important results are obtained,which are valuble for the application of pipelines in design.
出处
《大连铁道学院学报》
1997年第2期14-18,共5页
Journal of Dalian Railway Institute
关键词
管道
弯曲
屈服强度
铺设
pipelines
out-of-roundness
bending stress
yield strength