摘要
在试验数据的基础上,分析了承压板厚度和间接钢筋配置的形式、位置及数量对后张拉预应力混凝土锚固区局部承压受力性能的影响。
According to the data and the analysis of finite element, the paper focused on the analysis of the influence of the factors such as the thickness of bearing plate and the location, form and amount of transverse reinforcement act on the local bearing strength of the anchorage zone of post - tensioned prestressed concrete.
出处
《低温建筑技术》
2008年第1期72-74,共3页
Low Temperature Architecture Technology
关键词
后张法预应力混凝土锚固区
承压板厚度
anchorage zone of post - tensioned prestressed concrete
thickness of bearing plate
