Title of article
An uncertain structural optimization method based on nonlinear interval number programming and interval analysis method
Author/Authors
Jiang، نويسنده , , C. and Han، نويسنده , , X. and Guan، نويسنده , , F.J. and Li، نويسنده , , Y.H.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2007
Pages
10
From page
3168
To page
3177
Abstract
An optimization method is proposed to solve uncertain structural problems based on a nonlinear interval number programming method and an interval analysis method. A nonlinear interval number programming method is suggested to transform the uncertain optimization problem to a deterministic multi-objective optimization problem based on an order relation of interval. For each specific design vector, an interval analysis method is applied to calculate the interval of the objective function caused by uncertainty, and whereby the optimization nesting problem can be solved. A non-constraint and single-objective optimization problem is then formulated through the linear combination method of multi-objective optimization and the penalty function method. An intergeneration projection genetic algorithm is employed to seek for Pareto optimum of the uncertain problem. The presented method is applied to a benchmark test of ten-bar truss and a practical automobile frame, and the optimization results demonstrate its efficiency.
Keywords
Interval analysis method , genetic algorithm , Structural optimization , uncertainty , Nonlinear interval number programming
Journal title
Engineering Structures
Serial Year
2007
Journal title
Engineering Structures
Record number
1641691
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