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自密实混凝土应力-应变全曲线试验研究
引用本文:刘志超.自密实混凝土应力-应变全曲线试验研究[J].科技信息,2008(23):120-120.
作者姓名:刘志超
作者单位:福建省建设工程管理有限公司
摘    要:通过对自密实混凝土28d试件进行单轴受压试验,测得了其应力-应变全曲线,采用三次多项式、有理分式分别对上升段,下降段曲线进行拟合,并将拟合结果与常用受压曲线方程进行比较,建议适合于自密实混凝土受压应力-应变关系的教学模型。

关 键 词:混凝土  自密实  应力-应变关系  韧度

The test of axial compressive stress-strain curve of Self-Compacting Concrete
LIU Zhi-chao Construction Engineering Surveillance corporation,FuZhou,Fujian,China.The test of axial compressive stress-strain curve of Self-Compacting Concrete[J].Science,2008(23):120-120.
Authors:LIU Zhi-chao Construction Engineering Surveillance corporation  FuZhou  Fujian    China
Institution:LIU Zhi-chao Construction Engineering Surveillance corporation,FuZhou,Fujian,350002,China
Abstract:Thought the test of strew-strain curve of 28d specimens of self-compacting concrete. Utilizing cubic polynomial and rational equation respectively.The ascending and descending segments on axial compressive stress-strain curve were fitted .at last,mathematical expression for compressive stress-strain curve of Self-Compacting Concrete was regressed.
Keywords:concrete  self-compacting  stress-strain relationship  temper
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