Dynamic responses analysis of submerged floating tunnel under impact load

被引:1
|
作者
Wang, Ming [1 ]
Qiao, Dongsheng [1 ]
Zhou, Xiangbo [1 ]
Tang, Guoqiang [1 ]
Lu, Lin [1 ]
Ou, Jinping [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
来源
BRODOGRADNJA | 2024年 / 75卷 / 02期
基金
国家重点研发计划;
关键词
Submerged floating tunnel; Truncated model; Impact load; Local damage; Nonlinear dynamic response;
D O I
10.21278/brod75208
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
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.
引用
收藏
页数:12
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