Structural Similitude for Prestressed Vibration and Buckling of Eccentrically Stiffened Circular Cylindrical Panels and Shells by Energy Approach

被引:8
作者
Yu, Wei [1 ]
Li, Zheng Liang [1 ,2 ]
机构
[1] Chongqing Univ, Sch Civil Engn, 174 Shazheng St, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Chinese Minist Educ, Key Lab Construct & New Technol Mt Reg Cities, 174 Shazheng St, Chongqing 400045, Peoples R China
基金
中国国家自然科学基金;
关键词
Scaling law; buckling; free vibration; stiffened cylindrical panel; prestressed behavior; energy approach; PLY LAMINATED PLATES; SCALING LAWS; MODELS; PREDICTION;
D O I
10.1142/S0219455415500741
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this study is to develop and validate similitude requirements and scaling laws for studying the real characteristics of structures easily and economically, especially for large structures. The generalized similitude requirements and the scaling law of orthogonally stiffened cylindrical panels and shells for buckling and free vibration are derived by applying the similitude transformation to the total energy of the structural system directly. In practice, due to either the difficulty of satisfying all of the similitude requirements simultaneously or to save experimental cost and time, distorted models with partial similarity are necessarily employed and approximate scaling laws are proposed. The partial similitude is mainly investigated first by using specific formulas of stiffness parameters and corresponding scaling laws are given. Also discussed herein are particular models with relaxations in the material properties of stiffeners, the materials of both the skin and the sti r eners and the material properties and geometry. The obtained results indicate that the distorted models are able to accurately predict the behavior of the prototype.
引用
收藏
页数:23
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