An improved formulation for the assessment of the capacity load of circular rings and cylindrical shells under external pressure. Part 2. A comparative study with design codes prescriptions, experimental results and numerical simulations

被引：23

作者：

Fraldi, M. ^{[1
]}

Freeman, R.

Slater, S.

Walker, A. C.

Guarracino, F. ^{[1
]}

机构：

[1] Univ Naples Federico 2, Dipartimento Ingn Strutturale, I-80125 Naples, Italy

来源：

THIN-WALLED STRUCTURES | 2011年 / 49卷 / 09期

关键词：

Pipelines; Collapse pressure; Experimental testing; FE analyses;

D O I：

10.1016/j.tws.2011.03.013

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this second of the two-part series of articles on the assessment of the loading capacity of circular rings and cylindrical shells under external pressure, a comparative study of the analytical formulation of Part 1 with design codes prescriptions, FEM analyses and experimental results is presented. (C) 2011 Elsevier Ltd. All rights reserved.

引用

页码：1062 / 1070

页数：9