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杂交型椭球面网壳参数化设计及受力性能分析

鹿晓阳 付浩鑫 赵晓伟 陈世英 蒋雄 李涛

山东建筑大学学报2016,Vol.31Issue(6):511-520,10.
山东建筑大学学报2016,Vol.31Issue(6):511-520,10.

杂交型椭球面网壳参数化设计及受力性能分析

Parametric design and stability analysis of hybrid ellipsoid reticulated shell

鹿晓阳 1付浩鑫 2赵晓伟 1陈世英 1蒋雄 2李涛1

作者信息

  • 1. 山东建筑大学 工程力学研究所,山东 济南250101
  • 2. 山东建筑大学 土木工程学院,山东 济南250101
  • 折叠

摘要

Abstract

Hybrid ellipsoid reticulated shell can overcome the shortcomings like the increase of the traditional single ellipsoidal and spherical reticulated shell with the span of S and the number of copies of the Kn ring,the construction difficulty by the increase of rod structure vertex number,and great changes of bar type and scale, thus improving the rationality of the structure and mechanical properties of the structure.According to the characteristics of hybrid ellipsoid reticulated shell,by using APDL (Ansys Parametric Design Language)language,the paper designed of macro parameters of hybrid ellipsoid reticulated shell program.By taking Kewitte-rib ring hybrid ellipsoid reticulated shell as an example,and using ANSYS software,it analyzed its mechanical properties.The results show that under the same condition,the rib ring near the hybrid ellipsoid shell vertex displacement and stress are smaller and more evenly distributed,avoiding the single shell type vertex near the stress concentration phenomenon.Its mechanical performance is better than that of the single type,Kiewitt-ribbed ellipsoid reticulated shell.Kewitte-rib ring hybrid Ellipsoid Reticulated shell the structural stress (2.35 Kn/m2)after the maximum displacement and the most disadvantageous stress gradually increases with the increase of span.The most unfavorable stress (S1 span more than 1 1 0 m,Kn =6, Kn =8 )exceeds the allowable stress,and the engineering advice span limit is 90~1 00 m.

关键词

杂交型椭球面网壳/参数化设计/受力性能分析

Key words

hybrid type ellipsoid reticulated shell/parametric design/mechanical performance analysis

分类

建筑与水利

引用本文复制引用

鹿晓阳,付浩鑫,赵晓伟,陈世英,蒋雄,李涛..杂交型椭球面网壳参数化设计及受力性能分析[J].山东建筑大学学报,2016,31(6):511-520,10.

基金项目

国家自然科学基金项目(11272188);山东省研究生创新计划项目(SDYY08038);山东建筑大学研究生优质课程资助项目 ()

山东建筑大学学报

1673-7644

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