摘要
本文就碳纤维 (CFRP)约束混凝土柱的受力性能进行了试验研究 ,通过分析柱截面形状 (圆形、方形 )、CFRP加固量等不同因素对约束混凝土性能的影响 ,提出了便于工程应用的经验算式。依据本文的算式 。
The behavior of concrete columns confined with CFRP is studied experimentally.equations were proposed to caculate the confined concrete strength and the ultim ate strian for each of the cross section and the amount of confindment.the equat ions of this paper is similar to the obtained results.
出处
《福建建筑》
2003年第4期61-63,共3页
Fujian Architecture & Construction
