摘要
本文根据抗压强度大于 1 0 0MPa试件立方体和棱柱体的抗压强度关系 ,结合前人有关抗压强度小于 1 0 0MPa试件的试验结果 ,总结出立方体和棱柱体的抗压强度关系公式。分析密筋高性能混凝土承压机理 。
This paper generalizes the relationship between concrete cubic strength and cyclindrical strength based on the experimental results of concrete objects which achieve a compressive strength more than 100MPa and previous results of test objects,no more than 100MPa in strength.By analyzing the compressive principles of Compact Reinforcement Concrete,it presents a calculation methods,consistent with the experimental results. \[
出处
《建筑技术开发》
2000年第4期6-9,共4页
Building Technology Development
关键词
密筋高性能混凝土
抗压强度
三向受力
Compact Reinforcement Concrete
Compressive Strength
Three\|Direction Compress