摘要
本文阐述了高性能混凝土体积稳定性的各种类型及其各自影响因素 ,介绍了目前国内外在这方面的研究进展和方法。在此基础上提出了应从综合的角度把混凝土的所有体积变形合成为一种“合变形” ,并在接近实际使用条件范围内建立模型 。
Types and factors of high performance concrete volume stability has been outlined and how well this research get on in the world has been introduced.It is pointed out that all kinds of concrete volume stability shoul be transformed to “whole deformation”and this research should be done in the condition that is close to actual circumstance.In this way,the durability of concrete will be settled better.
出处
《材料科学与工程学报》
CAS
CSCD
北大核心
2003年第3期460-463,共4页
Journal of Materials Science and Engineering
关键词
混凝土
体积稳定性
收缩
合变形
耐久性
建筑材料
high performance concrete
volume stability
shrinkage
whole deformation
