摘要
当坝身设有孔口且存在坝后式厂房时,水下爆炸冲击荷载作用下大坝的动力响应非常复杂。针对此问题,考虑爆炸作用下混凝土的高应变率效应,采用Lagrangian-Eulerian耦合方法建立水下爆炸冲击下大坝-厂房-库水-坝基全耦合模型,利用数值模拟技术分析了水下爆炸冲击荷载作用下重力拱坝及其坝后式厂房的动态破坏过程,得到了重力拱坝及坝后式厂房在水下爆炸冲击荷载作用下的损伤破坏过程及损伤机理。结果表明:水下爆炸冲击荷载作用下重力拱坝的损伤破坏形式包括爆炸成坑破坏、气穴冲切破坏、局部拉伸破坏和整体拉伸破坏;随着爆心距的增大,大坝的主要损伤破坏形式逐渐改变,分别为爆炸成坑破坏、局部拉伸破坏和整体拉伸破坏,当爆心距进一步增大时,坝体破坏逐渐减小;进水口和溢流表孔的存在削弱了坝体局部强度和拱效应;水下爆炸冲击荷载作用下,坝后式厂房由于结构的整体响应发生局部拉伸破坏。
Because of the shock load of underwater explosion,the dynamic responses of dams with intake at dam body and powerhouse at dam toe can be very complicated. Focus on this problem,with the consideration of the high strain rate effect of concrete by shock load,this paper adopted a coupled Eulerian- Lagrangian method to develop a fully coupled dam- powerhouse- water- foundation model. Numerical analysis of the dynamic destruction process leads to the knowledge about the failure process and damage mechanism of gravity arch dams and powerhouses at dam toe. The results show that for concrete gravity arch dams the primary failure modes include crushing damage,punching shear failure,local tensile failure,and whole tensile failure. With the increase of blasting center distance,the main failure modes turn to the crushing damage,local tensile failure,and whole tensile failure. When blasting center distance continues to increase,the dam failure will diminish accordingly,the local strength and arch effect of dam body being weaken by the impact of the intake and overflow surface bay. For powerhouse at dam toe,the main failure mode by underwater explosion is local tensile failure due to the overall structure responses.
出处
《水利与建筑工程学报》
2016年第1期32-38,84,共8页
Journal of Water Resources and Architectural Engineering
基金
国家自然科学基金项目(51125037
51509189)
中国博士后科学基金资助项目(2015M572197)
中央高校基本科研业务费专项资金资助(2042015kf0001)
关键词
重力拱坝
坝后式厂房
全耦合模型
水下爆炸
破坏效应
gravity arch dam
powerhouse at dam toe
fully coupled model
underwater explosion
damage effects
