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作 者:刘靖晗 唐廷 韦灼彬 李凌锋 董琪 LIU Jinghan;TANG Ting;WEI Zhuobin;LI Lingfeng;DONG Qi(Naval Logistics Academy,Tianjin 300450,China;No.91292 Unit of PLA,Baoding 071000,China;No.91053 Unit of PLA,Beijing 100000,China)
机构地区:[1]海军勤务学院,天津300450 [2]中国人民解放军91292部队,河北保定071000 [3]中国人民解放军91053部队,北京100000
出 处:《振动与冲击》2024年第12期298-306,共9页Journal of Vibration and Shock
基 金:军队后勤科研计划(CHJ13J006);大学科研资助立项项目(425517K210)。
摘 要:为了揭示沉箱码头在空中接触爆炸和水下近距离爆炸荷载作用下的累积毁伤效应,对沉箱码头模型开展多类型单次组合爆炸试验,并建立有限元模型对沉箱码头的毁伤过程进行数值模拟,分析了空中、水下单次组合爆炸作用下沉箱码头的毁伤发展和破坏机理。结果表明,在空中爆炸和水下爆炸下,沉箱码头呈现出不同的破坏模式,空中接触爆炸下沉箱码头仅上部面板局部破坏,面板爆心位置形成局部破口,而水下近距离爆炸下沉箱和面板均发生明显破坏,沉箱迎爆面中下区域混凝土保护层破碎,面板与管沟连接处形成横向通长裂缝。在空中和水下单次组合爆炸荷载下,沉箱码头上部结构的破坏现象和毁伤程度存在叠加效应,码头面板的二次毁伤在已毁伤形态的基础上发展形成,二次毁伤现象与单次爆炸下的毁伤现象具有一定相似性和累积效应。空中和水下单次组合爆炸作用下,码头面板和管沟连接区域由于应力集中为码头的薄弱部位,沉箱封仓板由于上下填砂的缓冲作用毁伤效应较轻微。To study the cumulative damage effect of a caisson wharf induced by air contact explosion and close proximity underwater explosion,caisson wharf model tests and finite element models were established to analyze the damage process and mechanism of the caisson wharf subjected to combined air and underwater explosion.The results show that the caisson wharf has different failure modes subjected to air and underwater explosion.Under air contact explosion,only the upper structure of the caisson wharf was seriously damaged,where a blast hole was observed locally.Under close-in underwater explosion,both the caisson and the upper structure were obviously damaged.The concrete cover in blast side of caisson was broken.There are transverse cracks at the connection between panel and pipe trench.The damage phenomenon and damage degree of the wharf was disturbed by the superimposition of air and underwater explosions.The secondary damage of wharf formed on the first damage,and is similar to that under single blast.The connection of panel and is weak area due to stress concentration subjected to combined air and underwater explosion.The sealed plate was slightly damaged due to sand pack buffer mechanism.
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