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...

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Detalles Bibliográficos
Autores principales: Li, Feng, Wang, Chenchen, Sun, Runchuan, Xiang, Guangyou, Ren, Baorui, Zhang, Zhao
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/PMC9646893/
https://www.ncbi.nlm.nih.gov/pubmed/36352056
http://dx.doi.org/10.1038/s41598-022-23792-8

Internet

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

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