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基于量子化学的沥青热老化与紫外老化机理
引用本文:胡栋梁, 顾兴宇, 孙丽君, 薄雾, 吴成彬. 基于量子化学的沥青热老化与紫外老化机理[J]. 交通运输工程学报, 2023, 23(2): 141-152. doi: 10.19818/j.cnki.1671-1637.2023.02.010
作者姓名:胡栋梁  顾兴宇  孙丽君  薄雾  吴成彬
作者单位:1.东南大学 交通学院,江苏 南京 211189;2.长安大学 公路学院,陕西 西安 710064;3.西藏大学 工学院,西藏 拉萨 850000;4.西藏天路股份有限公司,西藏 拉萨 850000
基金项目:国家自然科学基金项目52278442 国家自然科学基金项目51878162 西藏自治区科技计划项目XZ2019TL-G-01 江苏省交通发展专项资金项目2020Y19-1
摘    要:为从原子层面揭示沥青热老化与紫外老化的底层机制,基于从头算分子动力学和密度泛函理论分析了沥青质在多种温度及紫外辐射条件下的老化反应路径与反应势能参数;基于傅里叶变换红外光谱试验,分析了原样沥青、热老化沥青和紫外老化沥青试样表面化学官能团的变化规律,比较了它们的老化程度。研究结果表明:沥青质老化涉及的亚反应包括由氧气或自由基攫氢所触发的环烷芳构化与含氧基团形成,以及直接的侧链均裂;沥青质老化机理可归纳为沥青质在氧气分子或自由基的侵袭下不断失去氢原子并转化为具有高反应性的不稳定结构,因而经由分子异构化或吸附氧原子等后续反应来降低自身能量,由此引发了沥青质老化行为的持续进展;温度提升不仅加快老化反应速率,还使更多类型的老化反应得以发生;芳构化反应的能垒最低,因此,在较低温度下即可发生,含氧基团的形成次之,而侧链均裂反应的能垒最高,只能在较高温度下才发生;在紫外线辐射下,沥青质分子跃迁至激发态,其反应能垒相比基态显著降低,能大幅加快老化反应;傅里叶变换红外光谱测试结果表明紫外老化沥青试样的老化程度远高于热老化沥青试样,验证了理论计算结果。

关 键 词:路面工程   沥青   热老化   紫外老化   从头算分子动力学   密度泛函理论   红外光谱
收稿时间:2022-11-03

Quantum chemistry-based thermal and UV aging mechanism of asphalt
HU Dong-liang, GU Xing-yu, SUN Li-jun, BO Wu, WU Cheng-bin. Quantum chemistry-based thermal and UV aging mechanism of asphalt[J]. Journal of Traffic and Transportation Engineering, 2023, 23(2): 141-152. doi: 10.19818/j.cnki.1671-1637.2023.02.010
Authors:HU Dong-liang  GU Xing-yu  SUN Li-jun  BO Wu  WU Cheng-bin
Affiliation:1. School of Transportation, Southeast University, Nanjing 211189, Jiangsu, China;2. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China;3. School of Engineering, Tibet University, Lasa 850000, Tibet, China;4. Tibet Tianlu Co., Ltd., Lasa 850000, Tibet, China
Abstract:In order to reveal the underlying mechanisms of thermal and ultraviolet (UV) aging of asphalt at the atomic level, the aging reaction paths and corresponding potential energy parameters of asphaltenes under various temperature and UV radiation conditions were analyzed based on ab initio molecular dynamics and density functional theory. The change rules of chemical functional groups on the surfaces of virgin, thermal-aged, and UV-aged asphalt specimens were analyzed based on Fourier transform infrared spectroscopy tests, and their aging degrees were compared. Research results indicate that the involved subreactions of asphaltene aging include the cycloalkane aromatization and the formation of oxygen-containing groups triggered by O2 or radicals induced hydrogen abstraction, as well as direct homolytic cleavage on the side chains. The aging mechanism of asphaltenes can be summarized as follows: asphaltenes lose hydrogen atoms constantly and transform into highly reactive and unstable structures under the attack of O2 molecules or radicals, and thus their energy reduces through subsequent reactions such as molecular isomerization or adsorption of oxygen atoms. As a result, the continuous progress of asphaltene aging behavior is triggered. The increase in temperature not only accelerates the rate of aging reactions, but also triggers more types of aging reactions. The aromatization reaction has the lowest energy barrier and thus can occur at lower temperatures, followed by the formation of oxygen-containing groups, and the homolytic cleavage reaction on the side chains has the highest energy barrier and can only occur at higher temperatures. Under UV radiation, the asphaltene molecule transitions to the excited state, and its reaction energy barrier is significantly lower than that under the ground state. Therefore, it can significantly accelerate the aging reaction. Fourier transform infrared spectroscopy tests show that the aging degree of UV aging asphalt specimens is much higher than that of thermal-aged asphalt specimens, which verifies the theoretical calculation results.
Keywords:pavement engineering  asphalt  thermal aging  UV aging  ab initio molecular dynamics  density functional theory  infrared spectroscopy
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