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沥青砂浆的单轴拉伸蠕变特性
引用本文:王文进,余梁蜀.沥青砂浆的单轴拉伸蠕变特性[J].西安理工大学学报,1999,15(1):145-149.
作者姓名:王文进  余梁蜀
作者单位:西安理工大学水利水电学院,陕西,西安,710048
摘    要:根据大量单轴拉伸蠕变试验数据,论证和比较沥青砂浆材料的蠕变规律。并应用非线性回归分析得到该材料受单轴恒定荷载下的应力应变关系,可较好地符合粘弹性四元流体模型(即伯格斯模型)和指数模型。从而为解决实际工程问题提供了基本的单轴拉伸蠕变特性。

关 键 词:沥青砂浆  单轴拉伸蠕变试验  蠕变柔量  应力应变模型
修稿时间:1998-02-23

The Simple Tension Creep Behaviors of Asphalt Mortar
WANG Wen-jing,YU Liang-shu.The Simple Tension Creep Behaviors of Asphalt Mortar[J].Journal of Xi'an University of Technology,1999,15(1):145-149.
Authors:WANG Wen-jing  YU Liang-shu
Abstract:Based on the experimental data from simple tension creep test, a creep law of asphalt mortar matzrial is testified and compared. The relationship of stress versus strain of this asphalt mortar under the constant tension load is obtained using the non linear regression analysis, which is well in coincidence with the viscoelastic four parameter liquid model and exponent model.Whereby providing a theoretical basis for solving the practical problems in simple tension creep.
Keywords:asphalt mortar  simple tension creep test  creep compliance  strees  strain model  
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