Weight minimisation of displacement-constrained truss structures using a strain energy criterion
From MaRDI portal
Publication:1600765
DOI10.1016/S0045-7825(01)00381-4zbMath1131.74328MaRDI QIDQ1600765
Panagiotis A. Makris, Christopher G. Provatidis
Publication date: 16 June 2002
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Compliance or weight optimization in solid mechanics (74P05)
Related Items (1)
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- A dual formulation for generating information about constrained optima in automated design
- Structural optimization using evolution strategies and neural networks
- Multiplier and gradient methods
- Minimum-weight design of trusses by an optimality criteria method
- A recursive quadratic programming method with active set strategy for optimal design
- A study of mathematical programmingmethods for structural optimization. Part II: Numerical results
- Structural weight optimization by dual methods of convex programming
- A method for synthesis of optimal weight structures
- Trust region methods for structural optimization using exact second order sensitivity
- Multiplier methods for engineering optimization
- Efficient optimal design of structures by generalized steepest descent programming
- Optimality criteria and mathematical programming in structural weight optimization
- Modified fully utilized design (MFUD) method for stress and displacement constraints
- Optimization of trusses using genetic algorithms for discrete and continuous variables
- A basis change strategy for the reduced gradient method and the optimum design of large structures
- Merits and limitations of optimality criteria method for structural optimization
- A pseudo‐fully stressed design approach for optimum design of steel frames
- Elements of structural optimization.
This page was built for publication: Weight minimisation of displacement-constrained truss structures using a strain energy criterion