CLC number: TU311; TP391
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2014-01-14
Cited: 0
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Chang-yu Cui, Bao-shi Jiang, You-bao Wang. Node shift method for stiffness-based optimization of single-layer reticulated shells[J]. Journal of Zhejiang University Science A, 2014, 15(2): 97-107.
@article{title="Node shift method for stiffness-based optimization of single-layer reticulated shells",
author="Chang-yu Cui, Bao-shi Jiang, You-bao Wang",
journal="Journal of Zhejiang University Science A",
volume="15",
number="2",
pages="97-107",
year="2014",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1300239"
}
%0 Journal Article
%T Node shift method for stiffness-based optimization of single-layer reticulated shells
%A Chang-yu Cui
%A Bao-shi Jiang
%A You-bao Wang
%J Journal of Zhejiang University SCIENCE A
%V 15
%N 2
%P 97-107
%@ 1673-565X
%D 2014
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1300239
TY - JOUR
T1 - Node shift method for stiffness-based optimization of single-layer reticulated shells
A1 - Chang-yu Cui
A1 - Bao-shi Jiang
A1 - You-bao Wang
J0 - Journal of Zhejiang University Science A
VL - 15
IS - 2
SP - 97
EP - 107
%@ 1673-565X
Y1 - 2014
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1300239
Abstract: This paper presents a node shift method to find the optimal distribution of nodes in single-layer reticulated shells. The optimization process searches for the minimum strain energy configuration and this leads to reduced sensitivity in initial imperfections. strain energy sensitivity numbers are derived for free shift and restricted shift where nodes can move freely in the 3D space or have to move within a predefined surface respectively. Numerical examples demonstrate the efficiency of the proposed approach. It was found that optimized structures achieve higher ultimate load and are less sensitive to imperfections than the initial structure. The configuration of the final structure is closely related to factors like the initial structural configuration, spatial conditions, etc. Based on different initial conditions, architects can be provided with diverse reasonable structures. Furthermore, by amending the defined shapes and nodal distributions, it is possible to improve the mechanical behavior of the structures.
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