On the integrated design of curvilinearly grid-stiffened panel with non-uniform distribution and variable stiffener profile

被引:38
|
作者
Liu, Dachuan [1 ]
Hao, Peng [1 ]
Zhang, Kunpeng [1 ]
Tian, Kuo [1 ]
Wang, Bo [1 ]
Li, Gang [1 ]
Xu, Weixiu [2 ]
机构
[1] Dalian Univ Technol, Dept Engn Mech, Int Res Ctr Computat Mech, State Key Lab Struct Anal Ind Equipment, Dalian 116023, Peoples R China
[2] China Acad Launch Vehicle Technol, Beijing 100076, Peoples R China
基金
中国国家自然科学基金;
关键词
Curvilinearly grid-stiffened panel; Non-uniform distribution; Variable stiffener profile; Integrated design; OPTIMIZATION FRAMEWORK; BUCKLING ANALYSIS; TOPOLOGY DESIGN; COMPOSITE; SHELLS; PLATES; STRENGTH; LAYOUT; LOADS; PATH;
D O I
10.1016/j.matdes.2020.108556
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, the integrated design of curvilinearly grid-stiffened panels is investigated, including stiffener layout design and profile design. The layout design includes the curvilinear path and non-uniform distribution of stiffeners. Firstly, the path of curvilinear stiffeners is defined by the piecewise linear function, and the non-uniform distribution of curvilinear stiffener cluster is described by the proposed representation method based on the PCHIP interpolation function. In addition to the layout design, the variable profile design method of grid-stiffened structures is also proposed in this paper. The variations of the thickness and height of stiffeners are represented by curves respectively. Similarly, the variable profile design of stiffeners is realized by designing the curves. On this basis, various novel configuration of curvilinearly grid-stiffened panels can be obtained by the integrated layout and profile design. The effectiveness of the proposed integrated design framework is validated by numerical examples. Compared with the initial design, the final integrated design improves the critical buckling factor of the grid-stiffened panel by 73.09%, which shows a great design potential of this kind of variable-stiffness structure compared to constant-stiffness structures. (C) 2020 The Author(s). Published by Elsevier Ltd.
引用
收藏
页数:16
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