基于分子动力学的相变沥青物理力学性能研究
Study on Physical and Mechanical Properties of Phase Change Asphalt Based on Molecular Dynamics
相变材料可以显著提升沥青的调温能力,减少路面温度病害。为从分子层面研究相变材料对沥青力学性能及调温能力的影响,通过分子动力学模拟技术对沥青四组分(饱和分、芳香分、胶质、沥青质)建模,使用四组分平均分子结构模型构建了沥青分子结构模型并验证了其可靠性;进一步构建了沥青与相变材料共混体系模型,并对共混体系与沥青体系的力学性能参数、扩散系数、内聚能密度等参数进行对比。研究结果表明:通过沥青四组分平均分子结构“组装”的沥青分子模型具有合理性,能够真实体现沥青材料特性;相变材料的加入使得沥青体系的力学参数在一定程度上都有所提高,其中:体积模量提高了约36%,剪切模量提高了约17%,弹性模量提高了约8%;相变材料能提高沥青质的扩散速度,但对胶质、芳香分、饱和分的扩散能力有一定的削弱作用;相变材料使得沥青体系的内聚能密度增大,沥青的热稳定性得到加强;相变材料可以使沥青在吸收相同能量的情况下温度变化更小,有效发挥了对沥青温度的调控作用。
PCM(Phase Change Materials) can significantly improve the temperature regulation ability of asphalt binder. It can reduce road diseases caused by temperature changes. In order to study the effect of PCM on the mechanical properties and temperature regulation ability of asphalt from the molecular level, the SARA fractions (saturates, aromatics, resins, asphaltenes) of asphalt binder was modeled by molecular dynamics simulation technology. The molecular structure model of asphalt binder was constructed by using SARA average molecular structure models. Further more, the blending model of asphalt and PCM was constructed. Then, the reliability of the asphalt model was verified. And the mechanical properties parameters, diffusion coefficient, cohesive energy density and other parameters were compared between the above two models. The results showed that: the molecular model of asphalt binder was reasonable and could truly reflect the characteristics of asphalt binder, the addition of PCM could improve the mechanical parameters of asphalt binder, e.g. the bulk modulus, shear modulus and elastic modulus increased by 36%, 17% and 8%, respectively; PCM increased the diffusion rate of asphaltenes, but decreased the diffusion coefficients of resins, aromatics and saturates; PCM increased the cohesive energy density of asphalt binder and enhanced the thermal stability of asphalt binder; PCM made the temperature change of asphalt binder smaller under the condition of absorbing the same energy, and effectively played the control ability of asphalt temperature.
道路工程 / 沥青路面 / 相变材料 / 分子动力学模拟 / 路面调温
road engineering / asphalt pavement / PCM(Phase Change Materials) / molecular dynamics simulation / pavement temperature regulation
| [1] |
边齐. 沥青路面预防性养护技术应用[J]. 交通世界, 2019(34):74-75.
|
| [2] |
马骉, 王晓曼, 李超, 等. 相变材料在沥青混凝土路面中的应用前景分析[J]. 公路, 2009(12):115-118.
|
| [3] |
|
| [4] |
|
| [5] |
|
| [6] |
|
| [7] |
任永祥, 郝培文, 赵超志, 等. 基于分子动力学的相变微胶囊与沥青相容性及增强机理研究[J]. 中国公路学报, 2020,33(10):178-191.
|
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
肖尧, 余弘, 李卫东, 等. 相变调温纺织品研究现状及评价方法[J]. 纺织检测与标准, 2019,5(4):1-5.
|
| [12] |
王忍, 武卫东, 吴俊. 可用于冷链物流相变材料的研究进展[J]. 能源研究与信息, 2019,35(1):1-8.
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
孙伟峰, 高俊国, 郭宁. 碳纳米管/聚乙烯复合物分子动力学模拟研究[J]. 复合材料学报, 2014,31(2):286-294.
|
| [19] |
饶中浩, 汪双凤, 张艳来, 等. 相变材料热物理性质的分子动力学模拟[J]. 物理学报, 2013,62(5):331-336.
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
|
| [24] |
苏曼曼, 张洪亮, 张永平, 等. SBS与沥青相容性及力学性能的分子动力学模拟[J]. 长安大学学报(自然科学版), 2017,37(3):24-32.
|
| [25] |
于共奇. 重质油组分及其溶解机理的分子动力学研究[D]. 青岛:中国石油大学(华东), 2013.
|
| [26] |
|
| [27] |
吴晓蓉. POSS杂化纳米复合树脂的合成与性能分析表征[D]. 哈尔滨:哈尔滨工业大学, 2010.
|
| [28] |
苏曼曼, 司春棣, 张洪亮. 纳米ZnO改性沥青分子动力学模拟研究[J]. 重庆交通大学学报(自然科学版), 2021,40(11):118-127.
|
| [29] |
|
/
| 〈 |
|
〉 |