Simplified Analytical Approach to Evaluate the Nonlinear Dynamics of Elastic Cylindrical Shells Under Lateral Blast Loads

被引:7
作者
Ameijeiras, Mariano P. [1 ]
Godoy, Luis A. [2 ,3 ]
机构
[1] Univ Nacl Cordoba, FCEFyN, Dept Struct, RA-5000 Cordoba, Argentina
[2] Univ Nacl Cordoba, CONICET, IDIT, Inst Adv Studies Engn & Technol, RA-5000 Cordoba, Argentina
[3] Univ Nacl Cordoba, FCEFyN, RA-5000 Cordoba, Argentina
来源
LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES | 2016年 / 13卷 / 07期
关键词
Blast loads; cylindrical shells; dynamic buckling; tanks; vibrations; STRUCTURAL RESPONSE; STORAGE TANKS;
D O I
10.1590/1679-78252587
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an analytical solution to predict the nonlinear forced vibrations of elastic thin-walled cylindrical shells under suddenly applied loads. Interest in this problem is motivated by effects due to explosions on fluid-storage metal tanks. The model is based on the energy criterion due to Lagrange, in which the kinematic nonlinear relations are assumed using Donnell's simplified shell theory. Solution is achieved as a series summation in terms of trigonometric functions in the axial and circumferential directions, whereas the degrees of freedom depend on time. A blast load is assumed to represent effects due to explosions on the shell as time-dependent pressures with a given circumferential distribution (a cosine square distribution in terms of the central angle). The procedure is validated by comparison with a nonlinear finite element model under the same load conditions. The influence of load level and shell geometry on the transient response is investigated by mean of parametric studies. Good accuracy is found in the results for the range of shells which are representative of horizontal, fuel storage tanks in the oil industry.
引用
收藏
页码:1281 / 1298
页数:18
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