中国科技投资Issue(34)：1-2,2.
GFRP筋拉伸力学性能试验研究
Experimental0study0on0mechanical0properties0of0glass0 fiber0reinforced0plastic0rebar
邱成江 1许国伟 2余明坤 1李娜2
作者信息
- 1. 云南省建筑科学研究院
- 2. 云南省建筑工程质量监督检验站
- 折叠
摘要
Abstract
Through the study on the tensile test of the glass fiber reinforced plastic (GFRP) rebar mechanical properties, analog the weakest link theory and discusses the basic failure forms and the size effect. The results show that, GFRP rebar ultimate tensile strength, modulus of elasticity and ultimate elongation decreases wi th the diameter increases, while the yield strain distribution in.关键词
GFRP筋/拉伸试验/力学性能Key words
GFRP rebar/tensile test/mechanical properties引用本文复制引用
邱成江,许国伟,余明坤,李娜..GFRP筋拉伸力学性能试验研究[J].中国科技投资,2013,(34):1-2,2.
