寒区沥青路面纹理构造与覆冰机理细观仿真研究
Journal: Building Technology Research DOI: 10.12238/btr.v8i4.4723
Abstract
为研究环境因素条件下,沥青纹理构造特征在覆冰机理中的作用。本文以凝液层理论对寒区覆冰沥青路面进行研究,采用ABAQUS有限元仿真、三维重构CC(Context Capture)和Matlab、Python对不同纹理构造特征以及冰层厚度、温度对沥青路面进行覆冰机理仿真分析。结果表明：以粘聚力单元分析的受力响应符合冰层与沥青路面的破坏形式,覆冰层的破坏发生在冰层内部；在低温条件下,覆冰厚度与冰层和路面之间的粘结效应呈负相关；路面纹理构造特征指标凹凸比、构造深度在共同组合可满足非覆冰季节路面抗滑要求,在冬季覆冰路面最不利环境因素下又能实现冰层的自主破冰。
Keywords
寒区；纹理构造；粘结效应；覆冰机理；细观仿真
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[3] Petrenko V F,Peng S.Reduction of ice adhesion to metal by using self-assembling monolayers.(SAMs)[J].Canadian journ al of physics,2003,81(1-2):387-393.
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[5] Jellinek H H G.Ice adhesion[J].Canadian journal of physics,1962,40(10):1294-1309.
[6] 吴永畅.基于凝液层理论的冰-路冻粘强度表征模型研究[D].长安大学,2020.89-113.
[7] 谭忆秋,孙嵘蓉,郭猛,等.蓄盐沥青混合料除冰雪性能研究[J].中国公路学报,2013,26(01):23-29.
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[21] 林国涛,孙增奎,肖斌,等.综合无人机､GIS､BIM技术的道路设计研究[J].公路,2021,66(03):23-26.
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[23] 石宜清,邵景干,李文凯.玄武岩纤维高黏降噪型OGFC10超薄磨耗层性能研究[J].河南科学,2021,39(11):1753-1758.
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