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Frequency response characteristics and failure model of single-layered thin plate rock mass under dynamic loading
In underground engineering, disturbance of dynamic load can change layered rock mass stress state and induce accidents. Traditional elastic mechanics can’t effectively solve the complex deformation problem. However, Hamiltonian mechanics system can overcome this problem. Dual variables are introduce...
| 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/PMC9646893/ https://www.ncbi.nlm.nih.gov/pubmed/36352056 http://dx.doi.org/10.1038/s41598-022-23792-8 |