玻璃钢/复合材料Issue(1)：23-28,6.
立式埋地玻璃钢圆柱壳的稳定性分析
ANALYSIS ON THE STABILITY OF VERTICAL BURIED GLASS FIBER REINFORCED PLASTIC CYLINDRICAL SHELL
摘要
Abstract
In order to determine the stability of vertical buried FRP cylindrical shells,several traditional formulas for stability calculation are introduced.Then,based on engineering practice,and by using the rod model without pressure bearing to solve the problem between the buried structure and the surrounding soil,the material parameter expression between the rod element and the soil is deduced,and the basic finite element calculation model is established.Compared with the traditional formula,the traditional stability formula can not be used to calculate the vertical buried structure.The influence of parameters on structural stability shows that the thickness of the structure,the elastic modulus and the elastic modulus of the surrounding soil can improve the stability and the influence of the thickness is more obvious.The structural stability decreases with the increase of shell length.In engineering application,by using the reinforcement structure to reduce the calculation length and choose the appropriate back-fill material and back-fill method to improve the elastic modulus of soil,the stability and security can effectively be improved,and has less impact on economy.关键词
玻璃钢/立式埋地圆柱壳/稳定性/有限元Key words
glass fiber reinforced plastic/vertical buried cylindrical shell/stability/finite element分类
通用工业技术引用本文复制引用
陈建中,娄要胜,吕泳,张小玉..立式埋地玻璃钢圆柱壳的稳定性分析[J].玻璃钢/复合材料,2018,(1):23-28,6.基金项目
中央高校基本科研业务费专项资金(2016 Ⅰ A006) （2016 Ⅰ A006）
