Optimisation of geometrically non‐linear elastic‐plastic structures in the state prior to plastic collapse
A mathematical model and calculation algorithm for geometrically non‐linear structure cross‐sectional optimisation are developed. Inelastic strains in the state prior to plastic collapse are evaluated. The algorithm is obtained combining the extreme energy principle for minimum value dissipated pow...
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| Format: | Article |
| Language: | English |
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Vilnius Gediminas Technical University
2007-09-01
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| Series: | Journal of Civil Engineering and Management |
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| Online Access: | https://journals.vgtu.lt/index.php/JCEM/article/view/7679 |