摘要
针对老挝在建的Nam Ngum5水电站重力拱坝,利用基于ABAQUS平台的非线性指数型动接触模型和混凝土塑性损伤本构模型,研究了该重力拱坝在地震荷载作用下横缝的张开、闭合和滑移的非线性动力特性以及坝体的动力响应.计算结果表明:横缝张开使得大坝的坝踵主拉应力大幅增加至3.0MPa;考虑诱导短缝时,坝体整体性下降,刚度减弱,坝顶顺河向动位移响应有一定幅度的提高,同时横缝的开度也有所增加,但诱导短缝对坝体应力的影响较小;大坝能承受的最大峰值加速度为0.40g,大坝可能的破坏模式为从横缝底端与岸坡交界面处起裂,损伤部位逐渐向坝踵以及左岸坝肩、右岸坝肩延伸.
The exponential nonlinear dynamic contact model and the concrete damage plasticity model based on the ABAQUS platform were employed to study the nonlinear dynamic characteristics of contraction joints,i.e.,opening,closing and sliding,and dynamic responses,of the gravity arch dam of the Nam Ngum5 Hydropower Station in Laos during earthquakes. The results indicate that the principal tensile stress of the dam heel increases greatly,up to 3.0 MPa,owing to the opening of the contraction joints. Because of the induced joints,the dam integrity further decreases and it becomes less stiff,and the dynamic displacement of the dam crest along the river shows a certain increase. Simultaneously,the opening of the contraction joints increases. The induced joints have little influence on the dam stress. The dam can bear a peak acceleration of 0.40 g,and the possible failure mode is the development of cracks on the interface between the bottom of contraction joints and the slope,and then extension of damage to the dam heel and the dam abutments.
出处
《河海大学学报（自然科学版）》
CAS
CSCD
北大核心
2010年第3期308-312,共5页
Journal of Hohai University(Natural Sciences)
基金
国家重点基础研究发展计划(973计划)(2007CB714104)
中国水利水电科学研究院开放研究基金(2008538613)
关键词
重力拱坝
横缝
诱导短缝
动接触模型
破坏模式
NAM
Ngum5水电站
gravity arch dam
contraction joint
induced joint
dynamic contact model
failure mode
Nam Ngum5 Hydropower Station
