南京林业大学学报（自然科学版）2011，Vol.35Issue(1)：83-86,4.DOI:10.3969/j.issn.1000-2006.2011.01.019
BFRP约束几何相似钢筋混凝土圆柱的性能研究
Research on the performance of geometrically similar reinforced concrete column restricted by BFRP
摘要
Abstract
The static compressive experiments of φ150 mm ×450 mm、φ200 mm ×600 mm,φ250 mm ×750 mm reinforced concrete columns reinforced by basalt fiber reinforce plastic (BFRP) sheet were conducted by 5 000 kN hydraulic testing machine. The results showed that restriction using BFRP sheets could increase the bearing and deformation ability of the reinforced concrete column and the limited stress increased of 84. 7 ％, 85.9 ％ and 88. 28 ％ respectively. The size-effect of bearing exists for different dimension specimens. Based on the FRP strength model, the strength model of reinforced concrete column restricted by BFRP was established by modifying the parameter.关键词
玄武岩纤维布/钢筋混凝土圆柱/尺寸效应/极限应力/强度模型Key words
BFRP/ reinforced concrete column/ size effect/ limited stress/ strength model分类
土木建筑引用本文复制引用
童谷生,刘永胜..BFRP约束几何相似钢筋混凝土圆柱的性能研究[J].南京林业大学学报（自然科学版）,2011,35(1):83-86,4.基金项目
江西省自然科学基金项目(2009GZC0019) （2009GZC0019）
铁路环境振动与噪声教育部工程研究中心开放研究项目 （）
