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...

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Detalles Bibliográficos
Autores principales: Khan, Azam, Tariq, Moiz, Ullah, Asad, Khan, Niaz B., Jameel, Mohammed
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Article
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

Internet

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

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