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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 209
Free-form Optimization of Shell Structure subject to Stress Constraints M. Shimoda1 and M. Yonekura2
1Department of Advanced Science and Technology, Toyota Technological Institute, Nagoya, Japan
M. Shimoda, M. Yonekura, "Free-form Optimization of Shell Structure subject to Stress Constraints", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 209, 2014. doi:10.4203/ccp.106.209
Keywords: optimum design, shape optimization, shell, free-form, lightweight, strength design, H-one gradient method, stress constraint..
Summary
In this paper, a node-based, or a non-parametric solution to the shape optimization
problem, is presented, for designing lightweight shell structures with an arbitrary
form subject to a strength criterion. The shell is assumed to be freely varied in the
out-of-plane direction to the surface. The volume is minimized subjected to the von
Mises stress constraint. The local constraint condition of von Mises stress is
transformed into the global integral functional for the non-parametric formulation of
the strength design problem. The shape sensitivity function and the optimality
conditions theoretically derived are applied to the H-one gradient method for shells
to obtain the optimal free-form with smoothness. Through design examples it is
demonstrated how the proposed solution is effective for the lightweight design of
shell structures subject to the stress constraint.
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