Node-Wise Topological Shape Optimum Design for Structural Reinforced Modeling of Michell-Type Concrete Deep Beams
Author:
Affiliation:
1. Institute of Structural Mechanics, University of Stuttgart
2. Department of Architectural Engineering, Pusan National University
Publisher
Japan Society of Mechanical Engineers
Link
http://www.jstage.jst.go.jp/article/jmmp/1/9/1_9_1085/_pdf
Reference12 articles.
1. (1) Bendsøe, M. P. (1989), Optimal shape design as a material distribution problem, Structural Optimization 1, 193-202.
2. (2) Maute, K., Schwarz, S. and Ramm, E. (1998), Adaptive topology optimization of elastoplastic Structures, Structural Optimization 15: 81-91.
3. Structural Boundary Design via Level Set and Immersed Interface Methods
4. Structural optimization using sensitivity analysis and a level-set method
5. Continuous approximation of material distribution for topology optimization
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