Topology optimization of 2D elastic structures using boundary elements
✍ Scribed by Luis Carretero Neches; Adrián P. Cisilino
- Book ID
- 108122731
- Publisher
- Elsevier Science
- Year
- 2008
- Tongue
- English
- Weight
- 828 KB
- Volume
- 32
- Category
- Article
- ISSN
- 0955-7997
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## Abstract This paper deals with topology stiffness optimization of a ground structure consisting of rectangular 2D‐beam elements with path‐dependent response. The objective of the optimization is to minimize the compliance of the structure when the mass is prescribed. The path‐dependent response
A linear elastic response is assumed in most structural topology optimization problems. While this assumption is valid for a wide variety of problems, it is not valid for structures undergoing large displacements. The elastic structural analysis used here accommodates geometric and material non-line