Izvorni znanstveni članak
https://doi.org/10.21278/brod75208
Dynamic responses analysis of submerged floating tunnel under impact load
Ming Wang
; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
Dongsheng Qiao
; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
*
Xiangbo Zhou
; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
Guoqiang Tang
; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
Lin Lu
; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
Jinping Ou
; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
* Dopisni autor.
Sažetak
Submerged floating tunnel (SFT) may be subjected to sudden impact loads such as submarine and shipwreck. Besides the local damage caused by impact, the overall transient dynamic response may also affect its driving safety. Based on the dynamic impact finite element software, the full-length model and the locally truncated accurate model with solid element of the SFT are established respectively. By applying different spring stiffness constraints on the boundary of the truncated model, its first three modes are consistent with the full-length model, thus their dynamic characteristics are basically the same. The truncated model is further used to simulate the impact of a massive object on the SFT under different impact velocities, impact mass, impact angles and impact positions. The velocity and mass of the impact object have positive influences on the peak contact force, the displacement amplitude of the tube and the length of the damaged area. When the impact angle is perpendicular to the SFT tube, the contact force, displacement amplitude and the damaged area are the largest. The change of the impact position has little effect on the contact force and the damage area, but it will affect the distribution of displacement amplitude.
Ključne riječi
Submerged floating tunnel; Truncated model; Impact load; Local damage; Nonlinear dynamic response
Hrčak ID:
316172
URI
Datum izdavanja:
1.4.2024.
Posjeta: 490 *