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首页|期刊导航|三峡大学学报(自然科学版)|配筋混凝土轴向拉伸试验条件下的应力-应变关系研究

配筋混凝土轴向拉伸试验条件下的应力-应变关系研究

吴海林 朱良才 冉红洲 崔福冰 郑志强

三峡大学学报(自然科学版)2017,Vol.39Issue(5):48-52,5.
三峡大学学报(自然科学版)2017,Vol.39Issue(5):48-52,5.DOI:10.13393/j.cnki.issn.1672-948X.2017.05.010

配筋混凝土轴向拉伸试验条件下的应力-应变关系研究

Study of Stress-strain Relationship of Reinforced Concrete under Axial Tensile Test

吴海林 1朱良才 1冉红洲 1崔福冰 1郑志强1

作者信息

  • 1. 三峡大学水利与环境学院,湖北宜昌 443002
  • 折叠

摘要

Abstract

Concrete stress-strain curve is an important parameter of concrete component bearing capacity,deformation analysis and crack research.In this paper,reinforced concrete specimens were designed and produced to carry out the tensile test of reinforced concrete specimens,so as to get the concrete axial tensile complete Stress-Strain curve in different reinforcement ratios by separating loads between steel and concrete,the axial tensile stress-strain curves of concrete under different reinforcement ratios,and then the corresponding stress-strain curve equation is obtained by piecewise fitting.Meanwhile,the influence of reinforcement ratio on axial tensile stress-strain curve of concrete is discussed.

关键词

钢筋混凝土/轴向拉伸试验/应力-应变全曲线/数学模型

Key words

reinforced concrete/axial tensile test/complete stress-strain curve/mathematical model

分类

建筑与水利

引用本文复制引用

吴海林,朱良才,冉红洲,崔福冰,郑志强..配筋混凝土轴向拉伸试验条件下的应力-应变关系研究[J].三峡大学学报(自然科学版),2017,39(5):48-52,5.

基金项目

国家自然科学基金项目(51379107) (51379107)

三峡大学学报(自然科学版)

OA北大核心CSTPCD

1672-948X

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