摘要
通过对比普通混凝土试件和用芳纶纤维约束混凝土试件的抗压、抗劈裂和抗折(弯拉)试验,研究了芳纶纤维约束混凝土的基本力学性能,定量地得到了芳纶纤维对混凝土试件承载力的加强效果.
The results of laboratory testing for KFRP confined concrete under compressing?splitting and bending conditions are presented. The results show that the strengthening effect of KFRP for concrete construction is effective for tensile structure, and the KFRP and concrete worked together in the structure very well.
出处
《实验力学》
CSCD
北大核心
2003年第4期538-542,共5页
Journal of Experimental Mechanics
