| 钢桥面铺装沥青混凝土粘弹性本构分析 |
| |
| 引用本文： | 曾汉辉. 钢桥面铺装沥青混凝土粘弹性本构分析[J]. 广东公路交通, 2013, 0(1): 27-29,33 |
| |
| 作者姓名： | 曾汉辉 |
| |
| 作者单位： | 广东华路交通科技有限公司 |
| |
| 摘 要： | 通过分析及研究钢桥面铺装沥青混凝土的粘弹性,考虑时间对沥青混凝土粘弹性的影响,进一步深入掌握其基本的力学性质,为揭示钢桥面铺装层破坏基本机理提供相应的依据。
|
| 关 键 词： | 沥青混凝土 粘弹性 破坏机理 |
Viscoelasticity Constitutive Analysis for Asphalt Concrete of Steel Bridge Deck Pavement |
| |
| ZENG Hanhui. Viscoelasticity Constitutive Analysis for Asphalt Concrete of Steel Bridge Deck Pavement[J]. Guangdong Highway Communications, 2013, 0(1): 27-29,33 |
| |
| Authors: | ZENG Hanhui |
| |
| Affiliation: | ZENG Hanhui(Guangdong Hualu Transport Technology Co.,Ltd.,Guangzhou 510420) |
| |
| Abstract: | Through analysis and study on the viscoelasticity of deck pavement of steel bridge, considering affection of duration, mechanical properties of asphalt concrete have been further studied, which can provide relevant basis for discovering mechanism of destruction for deck pavement system of steel bridges. |
| |
| Keywords: | asphalt Concrete viscoelasticity failure Mechanism |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
