| 沥青路面结构的粘弹性有限元方法 |
| |
| 引用本文： | 关宏信,郑健龙.沥青路面结构的粘弹性有限元方法[J].长沙交通学院学报,2001,17(1):51-56. |
| |
| 作者姓名： | 关宏信 郑健龙 |
| |
| 作者单位： | 1. 长沙铁道学院,
2. 长沙交通学院, |
| |
| 摘 要： | 引入粘弹性理论，推导了温度荷载作用下的二维粘弹性有限元格式，并用Burgers模型模拟沥青混合料的粘弹特性，根据推导出的公式，编制了有限元程序，计算在持续大幅降温条件下沥青路面结构的温度应力场。
|
| 关 键 词： | Burgers模型 粘弹性 温度应力 有限元 沥青路面结构 |
| 文章编号： | 1000-9779(2001)01-0051-06 |
| 修稿时间： | 2000年7月21日 |
Finite Element Analysis of Asphalt Pavement Based on Viscoelasticity Theory |
| |
| GUAN Hong-xin,ZHENG Jian-long.Finite Element Analysis of Asphalt Pavement Based on Viscoelasticity Theory[J].Journal of Changsha Communications University,2001,17(1):51-56. |
| |
| Authors: | GUAN Hong-xin ZHENG Jian-long |
| |
| Abstract: | Viscoelasticity theory is used to derive two-dimensional space finite-element formulas when temperature load acts on pavement. Bu rgers model is applied to simulate the viscoelasticity property of asphalt mixture. A finite-element procedure based on the formulas which have been derived is carried out to calculate the stress in pavement when sharp continuous fall in temperature occurs. |
| |
| Keywords: | Burgers model viscoelasticity temperature stress finite-element |
| 本文献已被 维普 万方数据 等数据库收录！ |
