A platform for research: civil engineering, architecture and urbanism
Optimal Plastic Design of Beams with Unspecified Actions or Reactions
Abstract Optimization of unspecified forces illustrates some interesting aspects of optimal design. Even when the specific cost function is convex, a problem with movable supports becomes usually non-convex and hence all solutions satisfying the necessary conditions for optimality must be investigated. Moreover, some segments of the beam may take on a zero cross-section in the optimal solution (see Fig. 3.4e, for example) and thus the designer is faced with a simple type of layout problem.
Optimal Plastic Design of Beams with Unspecified Actions or Reactions
Abstract Optimization of unspecified forces illustrates some interesting aspects of optimal design. Even when the specific cost function is convex, a problem with movable supports becomes usually non-convex and hence all solutions satisfying the necessary conditions for optimality must be investigated. Moreover, some segments of the beam may take on a zero cross-section in the optimal solution (see Fig. 3.4e, for example) and thus the designer is faced with a simple type of layout problem.
Optimal Plastic Design of Beams with Unspecified Actions or Reactions
Rozvany, George I. N. (author)
1989-01-01
45 pages
Article/Chapter (Book)
Electronic Resource
English
Optimal Structures with Unspecified Support Conditions: Some Numerical Results
British Library Conference Proceedings | 1997
|Optimal Plastic Design of Beams with Segmentation
Springer Verlag | 1989
|Optimal design of elastic-plastic beams with additional supports
Tema Archive | 1995
|Optimal Plastic Design of Beams with Freely Variable Cross-Sectional Dimensions
Springer Verlag | 1989
|