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Flexure and shear response of an impulsively loaded rigid-plastic beam by enhanced linear complementarity approach
The linear complementarity approach has been utilized as a systematic and unified numerical process for determining the response of a rigid-plastic structure subjected to impulsive loading. However, the popular Lemke Algorithm for solving linear complementarity problems (LCP) encounters numerical in...
| Autores principales: | , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Nature Publishing Group UK
2022
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9197943/ https://www.ncbi.nlm.nih.gov/pubmed/35701511 http://dx.doi.org/10.1038/s41598-022-14082-4 |