摘要
本文在成功研制活性粉末混凝土的基础上,对活性粉末混凝土的强度、强度的尺寸效应、弹性模量及其与强度之间的相互关系以及棱柱体试件受压状态下的荷载-位移曲线进行了较为系统的研究,为活性粉末混凝土的工程应用提供技术支持。
In present paper, the varying laws of strength and elastic modulus of RPC were studied as well as the relationship between its compressive strength and dynamic modulus and the varying tendency of compressive strength of RPC with various size of sample. Further, the load-displacement curve of prism specimen in pressure was also investigated through experiment. These results will supply some technical information for aplication of RPC.
出处
《混凝土》
CAS
CSCD
2004年第10期44-45,50,共3页
Concrete
关键词
活性粉末混凝土
强度
弹性模量
荷载一位移曲线
reactive powder concrete
strength elastic modulus
load-displacement curve
