摘要
本文引用一种解决混凝土局压问题的新方法——预应力筋约束混凝土局部受压构件,分析了预应力筋作用下混凝土局部受压工作原理,并介绍了拉压杆模型法计算构件承载力.混凝土局部受压构件在预应力钢筋约束下,不仅承载力明显提高,大大减少由局部受压产生的工程事故,而且钢筋可循环利用以达到节约钢材的效果.
This article describes a new method for solving concrete problems prestressed tension constrain partial compression members. Analyse working mechanism of partial compression concrete constrained by prestressed ten- sion. Meanwhile, strut - and - tie model is building in partial compression members to calculate bearing capacity. U- sing prestressed tension to constrain partial compression concrete members not only greatly enhance bear capacity, but steel can be recycled to achieve the effect of saving steel in construction.
出处
《吉林建筑工程学院学报》
CAS
2013年第4期5-6,9,共3页
Journal of Jilin Architectural and Civil Engineering
基金
国家自然科学基金项目(51178205)
关键词
预应力筋
局部受压
拉压杆模型原理
prestressed tendon
partial compression
strut - and - tie model theory
