首页> 外文会议>The 3rd International Conference on The Concrete Future(第三届混凝土未来国际会议) >RESEARCH ON THE STRESS-STRAIN CURVE OF SFRC BEAMS UNDER 4-POINT BENDING
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RESEARCH ON THE STRESS-STRAIN CURVE OF SFRC BEAMS UNDER 4-POINT BENDING

机译:四点弯曲下SFRC梁的应力-应变曲线研究

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摘要

A method is introduced in this article by which we can successfully transform the experimental load-deflection curve of a 4-point bending beam to the corresponding stress-strain curve. In addition, according to the Weibull statistical distribution and phenomenological method, and starting from the study of damage, a damage constitutive model of SFRC under single direction loading is proposed. The model depends only on the elastic modulus and the peak stress and peak strain of specimens, and then the constitutive equation and damage evolution equation are obtained.
机译:本文介绍了一种方法,通过该方法,我们可以成功地将4点弯曲梁的实验载荷-挠度曲线转换为相应的应力-应变曲线。此外,根据威布尔统计分布和现象学方法,从损伤研究入手,提出了单向荷载下SFRC的损伤本构模型。该模型仅取决于试样的弹性模量,峰值应力和峰值应变,进而得到本构方程和损伤演化方程。

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