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Rheological Model and Viscoelasticity of Crumb Rubber Modified Bitumen

机译:Crumb橡胶改性沥青的流变模型和粘弹性

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Rheological model for crumb rubber modified bitumen (CRMB) by the rheological testing and model analyzer was investigated in this paper. The effects of crumb rubber content and temperature on rheological model and viscoelasticity of CRMB were conducted. The results illustrate that rheological model of bitumen is transformed from Dashpot into Burgers at 60°C after bitumen has been modified by crumb rubber. And the elasticity of CRMB is increased and the viscosity is decreased with crumb rubber content rising. For the modified bitumen with 20% crumb rubber (CRMB-20), its rheological model is Burgers among 20°C~80°C, but the model is translated into Maxwell at 100°C. As the temperature increases, both viscosity and elasticity of CRMB-20 are increased. Compared with 20°C, the instantaneous elastic and viscous deformation of CRMB-20 at 100°C are increased by 14.2 times and 80.5 times, respectively.
机译:本文研究了流变检测和模型分析仪对压碎橡胶改性沥青(CRMB)的流变模型。进行了Crumb橡胶含量和温度对CRMB的流变模型和粘弹性的影响。结果表明,在由Crumb橡胶改变沥青后,从Dashpot转化到60℃的汉中的流变模型。 CRMB的弹性增加,粘度随着Crumb橡胶含量上升而降低。对于具有20%Crumb橡胶(CRMB-20)的改良沥青,其流变模型是20°C〜80°C之间的汉堡,但该模型在100°C时转换成麦克斯韦尔。随着温度升高,CRMB-20的粘度和弹性均增加。与20℃相比,CRMB-20在100℃下的瞬时弹性和粘性变形分别增加了14.2倍和80.5倍。

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