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轻骨料碳纤维混凝土受压应力应变关系试验研究
引用本文:杨雨山,石建军,冯春林.轻骨料碳纤维混凝土受压应力应变关系试验研究[J].南华大学学报(自然科学版),2009,23(2):96-100.
作者姓名:杨雨山  石建军  冯春林
作者单位:南华大学,设计与艺术学院,湖南,衡阳,421001
摘    要:通过轻骨料碳纤维混凝土抗压强度试验,得出非标准圆柱体和立方体两种尺寸间强度的换算公式,并利用该公式,对强度数据进行换算后重新拟合,得出了轻骨料碳纤维混凝土的应力应变曲线,为研究轻骨料碳纤维混凝土构件试验提供了依据.

关 键 词:尺寸效应  应力应变关系曲线
收稿时间:2008/11/22 0:00:00

Experimental Study on Stress-strain Relationship of Carbon Fiber Reinforced Light Concrete
YANG Yu-shan,SHI Jian-jun,FENG Chun-lin.Experimental Study on Stress-strain Relationship of Carbon Fiber Reinforced Light Concrete[J].Journal of Nanhua University:Science and Technology,2009,23(2):96-100.
Authors:YANG Yu-shan  SHI Jian-jun  FENG Chun-lin
Institution:Design and Arts School,University of South China,Hengyang,Hunan 421001,China
Abstract:We concluded a formula used to converse abnormal cylindrical specimen's strength into normal's by carbon fiber reinforced light concrete compressive strength test.Then,using the formula,we re-fitted the strength date after conversion,and obtained stress-strain relationship curve of carbon fiber reinforced light concrete.This curve provided a basic foundation to carbon fiber reinforced light concrete component test.
Keywords:RMT  RMT  size effect  stress-strain relationship curve
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