
重庆交通大学学报(自然科学版) ›› 2023, Vol. 42 ›› Issue (5): 44-53.DOI: 10.3969/j.issn.1674-0696.2023.05.06
朱洪洲1,2,雷蕾2,陈瑞璞2,刘玉峰3
收稿日期:2021-06-23
修回日期:2021-12-12
发布日期:2023-07-13
作者简介:朱洪洲(1976—),男,山东省莱州人,教授,博士,主要从事路面材料与结构方面的研究。E-mail:zhuhongzhouchina@126.com
基金资助:ZHU Hongzhou1,2, LEI Lei2, CHEN Ruipu2, LIU Yufeng3
Received:2021-06-23
Revised:2021-12-12
Published:2023-07-13
摘要: 温度作为沥青路面服役过程中不可忽略的环境因素,已受到了国内外的广泛关注。温度变化会导致路面结构内部产生不同的温度应力,为掌握其主要研究方法及现状,从理论解析、数值模拟及试验研究三方面展开分析,系统总结了不同方法的应用场景及局限性,为后续完善研究方法提供参考。研究结果表明:理论解析法中先后考虑了材料黏弹性、应力历史和松弛效应,研究趋于逐渐完善,其中Judycki解析方法考虑了材料流变特性及黏弹特性,较Monismith解析方法、Hills & Brien解析方法更符合路面实际受力特性,但由于理论解析均存在部分假定,使得温度应力预估模型与实际数值存在偏差,后续研究可从沥青混合料材料特性入手,如考虑材料黏弹特性、完善理论模型、提高理论公式的使用范围及精度等;数值模拟法可以科学高效研究不同应力状态、参数取值及环境因素对沥青路面服役性能的影响规律,但模型的合理性依赖于材料参数的选取,后续研究应以科学定义、全面获取材料参数为切入点;室内试验TSRST的国际承认度高,常被用作解析方法合理与否的衡量标准,足尺路面试验环道较室内试验更科学,具有空间便利性、技术便利性及时间便利性,是进行路面结构实际响应研究最有效的方法,针对足尺路面试验环道数据的分析或将成为后续研究热点。
中图分类号:
朱洪洲1,2,雷蕾2,陈瑞璞2,刘玉峰3. 沥青路面温度应力研究进展[J]. 重庆交通大学学报(自然科学版), 2023, 42(5): 44-53.
ZHU Hongzhou1,2, LEI Lei2, CHEN Ruipu2, LIU Yufeng3. Research Progress on Thermal Stress of Asphalt Pavement[J]. Journal of Chongqing Jiaotong University(Natural Science), 2023, 42(5): 44-53.
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