Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Ningdong, Chang"'
Autor:
Pengjin, Yang, Shengjun, Miao, Hui, Wang, Peng, Li, Daohong, Xia, Zejing, Liu, Ningdong, Chang, Yuankai, Ma
Publikováno v:
In International Journal of Fatigue November 2024 188
Publikováno v:
Geofluids, Vol 2022 (2022)
In recent years, the phase field fracture model has been widely studied and applied. It has good convergence in crack propagation simulation. Comparing with other methods, the phase field method has advantages in simulating crack intersection, bifurc
Externí odkaz:
https://doaj.org/article/458f7a714ad443db8b0bcc58c5b7391f
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Composite lining of deep buried water conveyance tunnel for bearing high internal water pressure is a new type of applicable structure. However, up to date, no effective method is available to calculate the stress of the structure. In this paper, a s
Externí odkaz:
https://doaj.org/article/178cbcc4642442fe9c4f21fa9f9cf81e
Autor:
Fei Li, Ningdong Chang
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
In situ stress state is a predominant factor for the design and safe construction of geotechnical engineering. For a real construction site, the amount of calculation using a finite element method for in situ stress field increases dramatically with
Externí odkaz:
https://doaj.org/article/3cdf6060f4c74c0ca16c5d928c3d5137
Autor:
Ningdong Chang, Fei Li
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
In situ stress state is a predominant factor for the design and safe construction of geotechnical engineering. For a real construction site, the amount of calculation using a finite element method for in situ stress field increases dramatically with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::907e6e615e1f6d770b0a1bc34d61ae23
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Composite lining of deep buried water conveyance tunnel for bearing high internal water pressure is a new type of applicable structure. However, up to date, no effective method is available to calculate the stress of the structure. In this paper, a s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cee6506525a5869c8bebe3e001bd9e7a
https://doaj.org/article/178cbcc4642442fe9c4f21fa9f9cf81e
https://doaj.org/article/178cbcc4642442fe9c4f21fa9f9cf81e