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无机聚合物混凝土应力-应变全曲线试验研究

Experimental study on stress-strain curves of inorganic polymer concrete

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【作者】 金鑫卢哲安范小春

【Author】 JIN Xin;LU Zhean;FAN Xiaochun;School of Civil Engineering and Architecture,Wuhan University of Technology;Hubei Key Laboratory of Road,Bridge and Structural Engineering,Wuhan University of Technology;

【机构】 武汉理工大学土木工程与建筑学院武汉理工大学道路桥梁与结构工程湖北省重点实验室

【摘要】 通过对无机聚合物混凝土材料进行基本力学性能试验,就其弹性模量、泊松比及应力-应变全曲线进行了试验研究与探讨。试验结果表明:IPC40相比于相同强度等级的普通混凝土的弹性模量小11.8%,泊松比大22.2%,轴压试验的峰值应变值也高于普通混凝土。试验得到的应力-应变全曲线与采用的分段式模型吻合较好,为无机聚合物混凝土的力学性能研究提供参考。

【Abstract】 Basic on mechanical properties experiment of inorganic polymer concrete(IPC),studied and discussed its elastic modulus,Poisson’s ratio and stress-strain curve.It is shown by the test results that the elastic modulus of IPC40 is 11.8% lower and the Poisson’s ratio is 22.2% higher than the same level ordinary concrete,the peak strain values of the axial compression experiments is also higher than that of ordinary concrete.Moreover,the stress-strain curve according to the experiment match well with segmented model,it can provide a reference for the research on mechanical properties of inorganic polymer concrete.

  • 【分类号】TU528.01
  • 【被引频次】7
  • 【下载频次】243
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