摘要
通过老混凝土、新-老混凝土、高性能快速修补混凝土的全过程受压试验,测得了它们的应力-应变全曲线,并进行了比较.试验结果表明:这三种混凝土的变形能力是基本一致的.提出了上述3种混凝土的应力-应变全曲线的统一数学表达式,且理论曲线与试验曲线吻合较好.
The fullrange compression tests of old concrete, newold concrete and highperformance rapid repair concrete(HPRRC) prisms were completed. The complete stressstrain curves of HPRRC with PFAC, old concrete, newold concrete were obtained and compared. The essential consistent displacement of stressstrain curves of the three types of concrete were verified with experimental results. At same time the unified numerical expressions of the stressstrain curve of the three types of concrete are put forward, theoretical curves from calculation are in good agreement with experimental curves.
出处
《建筑材料学报》
EI
CAS
CSCD
2003年第2期195-199,共5页
Journal of Building Materials
基金
铁道部科技专项基金资助项目(J99Z206)