摘要
作为对弹性抗弯铰模型的补充,本文进一步分析了埋地热输管道大曲率半径水平弯头受载结构强度。
As a supplement to the elastic hinged mode to bending the loaded structural strength of the horizontal buried heated oil pipeline is further analysed in this paper.
出处
《石油规划设计》
1993年第2期38-39,共2页
Petroleum Planning & Engineering
