摘要
使用有限元仿真技术计算了上海科技馆地下室超长弧形墙体的当量温度应力分布规律和预应力应力场分布规律。分析表明 ,对于超长弧形墙体 ,预应力产生的应力场可以抵消由混凝土收缩和温度产生的部分拉应力 ,对阻止墙体收缩裂缝和温度裂缝出现是有效的。仿真计算是在ANSYS程序上完成的 ,预应力筋和混凝土之间相互作用的有限元约束处理方法可以推广应用于其它预应力构件的仿真计算。
With use of the finite element computation,the equivalent temperature stress distribution law and the prestress distribution law of overlong exterior wall of basement are acquired.The analysis shows that the stress produced by prestress can,to a great extent,counteract the tension stress caused by shrinkage of concrete and change of temperature.It is also effective to prevent the crack caused by shrinkage and temperature.The simulated computation is completed based on the ANSYS program.The restriction method of finite element to deal with the interaction between the prestress tendon and concrete can be referred to the simulated computation of other prestress members.
出处
《建筑结构》
CSCD
北大核心
2003年第2期38-41,共4页
Building Structure
关键词
上海
科技馆
地下室
预应力
外墙
仿真计算
裂缝
有限元
simulated computation
crack
equivalent temperature
exterior wall
basement
prestress
finite element
