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不同坝型重力坝水下接触爆炸特性研究
引用本文:徐强,陈健云,刘静,李静,曹阳.不同坝型重力坝水下接触爆炸特性研究[J].四川大学学报(工程科学版),2017,49(1):50-59.
作者姓名:徐强  陈健云  刘静  李静  曹阳
作者单位:大连理工大学 建设工程学部, 辽宁 大连 116024;大连理工大学 海岸与近海工程国家重点试验室, 辽宁 大连 116024;大连理工大学 建设工程学部, 辽宁 大连 116024;大连理工大学 海岸与近海工程国家重点试验室, 辽宁 大连 116024;大连理工大学 建设工程学部, 辽宁 大连 116024;大连理工大学 建设工程学部, 辽宁 大连 116024;大连理工大学 建设工程学部, 辽宁 大连 116024
基金项目:国家重点基础研究发展计划资助项目(2013CB035905);国家自然科学基金资助项目(51679030);辽宁省教育厅重点实验室基础研究项目(LZ2015022);中央高校基本科研业务费专项资金资助项目(DUT15LK34;DUT14QY10)
摘    要:近半个世纪以来,中国成为世界上建坝数量最多的国家。需要评估爆炸荷载对于大坝的安全的影响。本文为研究水下不同炸点接触爆炸对混凝土重力坝上游有折坡段和上游无折坡段两种坝型的动力响应以及破坏状态影响,进行了两种坝型的混凝土重力坝水下接触爆炸的动力响应及损伤破坏特性的对比分析。利用数值模拟方法计算了炸药在空气中爆炸对于混凝土板的损伤破坏,并与物理实验的结果进行对比。通过计算结果对比验证了所使用数值模型的正确性和可靠性。以混凝土重力坝上游有折坡段和上游无折坡段两种坝型为研究对象,考虑炸药-库水-空气-混凝土重力坝结构之间的动力耦合关系,对比分析了水下接触爆炸冲击荷载作用下,两种坝型的挡水坝段坝体的动态响应及损伤破坏分布特性。通过对比分析可知:混凝土重力坝上游有折坡段的挡水坝段减小了水下接触爆炸对坝体的加速度、速度及位移的动力响应。混凝土重力坝上游无折坡比有折坡坝型的挡水坝段在水下接触爆炸冲击荷载作用下损伤范围更大、更为严重。通过以上结果可得到结论:混凝土重力坝上游折坡段可以有效地散射爆炸产生的应力波,减小混凝土重力坝的损伤破坏程度。

关 键 词:数值模拟  混凝土重力坝  水下接触爆炸  动力响应  损伤
收稿时间:2016/3/3 0:00:00
修稿时间:2016/11/23 0:00:00

Characteristics of Different Kinds of Concrete Gravity Dam Under Water Contact Explosion
XU Qiang,CHEN Jianyun,LIU Jing,LI Jing and CAO Yang.Characteristics of Different Kinds of Concrete Gravity Dam Under Water Contact Explosion[J].Journal of Sichuan University (Engineering Science Edition),2017,49(1):50-59.
Authors:XU Qiang  CHEN Jianyun  LIU Jing  LI Jing and CAO Yang
Affiliation:Faculty of Infrastructure Eng., Dalian Univ. of Technol., Dalian 116024, China;State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China;Faculty of Infrastructure Eng., Dalian Univ. of Technol., Dalian 116024, China;State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China;Faculty of Infrastructure Eng., Dalian Univ. of Technol., Dalian 116024, China;Faculty of Infrastructure Eng., Dalian Univ. of Technol., Dalian 116024, China;Faculty of Infrastructure Eng., Dalian Univ. of Technol., Dalian 116024, China
Abstract:In the past half century,China has constructed more dams than any other country in the world.The impact of the blast load on the safety of a concrete dam needs to be assessed.The effects of different locations for underwater contact explosion on two different types of concrete gravity dams with and without folding slope on upstream face were compared and studied.Firstly,the numerical model was given to simulate the explosion response of concrete slabs in air and the damage and failure state of the concrete slabs.Through the comparative analysis of physical experiments and numerical experiments of damage to concrete slab results,the accuracy and reliability of the numerical model used in this study were verified.Then,taking concrete gravity dam as the research subject, by considering the dynamic coupling relationship of explosive-reservoir water-air-structure of the concrete gravity dam,analysis was made on the dynamic response and damage property of the two different types of gravity dams with and without folding slope on upstream face subject to underwater contact explosion.And the results showed the folding slope on upstream face of gravity dam decreases the dynamic responses of acceleration,velocity and displacement.Furthermore,the damage of gravity dam without folding slope was more serious subject to underwater contact explosion on upstream face.The results also showed that the folding slope on upstream face of gravity dam could effectively absorb the stress wave generated by the explosion and effectively reduce the damage of concrete gravity dam.
Keywords:numerical analysis  concrete gravity dam  underwater contact explosion  dynamic response  damage
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