考虑温度效应的沥青混合料参数模型

董满生; 鹿婧; 凌天清; 孙志彬; 李凌林

doi:10.6052/j.issn.1000-4750.2014.11.0960

考虑温度效应的沥青混合料参数模型

doi: 10.6052/j.issn.1000-4750.2014.11.0960

1.
合肥工业大学交通运输工程学院, 合肥 230009;
2.
重庆交通大学土木工程学院, 重庆 400074

基金项目: 国家自然科学基金项目(51408173);重庆交通大学山区道路建设与维修技术重点实验室开放基金项目(20100133)

详细信息

作者简介:
鹿婧(1990-),女,安徽人,硕士生,主要从事道路及城市轨道工程研究(E-mail:70440360@163.com);凌天清(1963-),男,四川人,教授,博士,博导,主要从事道路工程研究(E-mail:lingtq@163.com);孙志彬(1984-),男,安徽人,讲师,博士,硕导,主要从事道路工程研究(E-mail:61690983@qq.com);李凌林(1983-),男,江苏人,讲师,博士,主要从事道路工程研究(E-mail:bruceleeseu@gmail.com).

通讯作者: 董满生(1973-),男,安徽人,副教授,博士,硕导,主要从事工程力学及道路工程研究(E-mail:dongms@hfut.edu.cn).

中图分类号: U414

PARAMETRIC MODEL FOR ASPHALT MIXTURES CONSIDERING TEMPERATURE EFFECT

1.
School of Traffic and Transportation Engineering, Hefei University of Technology, Hefei 230009, China;
2.
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

More Information

Corresponding author: 10.6052/j.issn.1000-4750.2014.11.0960

摘要: 选取修正Burgers模型作为沥青混合料的粘弹性本构模型,基于最小二乘法原理对单轴压缩蠕变试验数据进行拟合,获得本构模型的粘弹性参数。考虑温度变化对沥青混合料粘弹性的影响,建立修正Burgers模型的粘弹性参数模型,运用实验数据拟合粘弹性参数模型的分项系数,理论计算考虑温度效应的蠕变柔量,与实验结果对比分析表明,参数模型有较好的适用性,拟合精度高。粘弹性参数模型能将有限的实验数据推广到其他温度工况,节约大量实验,具有很好适用性。
- 道路工程 /
- 沥青混合料 /
- 修正Burgers模型 /
- 温度效应 /
- 参数模型 /
- 蠕变
Abstract: The modified Burgers model is used as a viscoelastic constitutive model for asphalt mixtures. The viscoelastic parameters of the constitutive model are obtained by fitting the data of uniaxial creep tests with nonlinear least squares method. The modified Burgers model is established by considering the effect of temperature variation on the viscoelasticity of asphalt mixtures. The partial factors of the viscoelastic parametric model are determined by fitting experimental data. The creep compliance considering temperature effect is calculated theoretically. The comparison with experimental results indicates that the parametric model is highly applicable and precise. The viscoelastic parametric model is of good applicability and can be used to generalize the limited experimental data to other temperature conditions so as to save experimental efforts.
- road engineering /
- asphalt mixtures /
- modified Burgers model /
- temperature effect /
- parametric model /
- creep

[1]	Krishnan J M, Rajagopal K R. On the mechanical behavior of asphalt [J]. Mechanics of Materials, 2005, 37(11):1085-1100.
[2]	徐世法, 朱照宏. 高等级道路沥青路面车辙的预估方法[J]. 土木工程学报, 1993, 26(6):28-36. Xu Shifa, Zhu Zhaohong. Method of predicting wheeling rut for high level asphalt pavement [J]. China Civil Engineering Journal, 1993, 26(6):28-36. (in Chinese)
[3]	Oeser M, Pellinien T. Computational framework for common viscoelastic models in engineering based on the theory of rheology [J]. Computers and Geotechnics, 2012, 42(5):145-156.
[4]	Williams M L, Landel R F, Ferry J D. The temperature dependence of relaxation mechanisms in amorphous polymers and other glass-forming liquids [J]. Journal of the American Chemical Society, 1955, 77(14):3701-3707.
[5]	Zheng Jianlong, Lü Songtao, Tian Xiaoge. The time-temperature-aging equivalent principle of asphalt mixture and its application [J]. Journal of Changsha University of Science and Technology (Natural Science), 2006, 3(3):27-35.
[6]	Das P K, Jelagin D, Birgisson B. Evaluation of the low temperature cracking performance of asphalt mixtures utilizing HMA fracture mechanics [J]. Construction and Building Materials, 2013, 47(11):594-600.
[7]	Abbas A R. Simulation of the micromechanical behavior of asphalt mixtures using the discrete element method [D]. Pullman, WA:Department of Civil and Environmental Engineering, Washington State University, 2004.
[8]	Abbas A R, Masad E, Papagiannakist, et al. Micromechanical modeling of the viscoelastic behavior of asphalt mixtures using the discrete element method [J]. International Journal of Geomechanics, 2007, 7(2):131-139.
[9]	Arabani M, Kamboozia N. The linear viscoelastic behaviour of glasphalt mixture under dynamic loading conditions [J]. Construction and Building Materials, 2013, 41(4):594-601.
[10]	蔡宜洲, 叶永. 沥青砂粘弹特性实验研究[J]. 工程力学, 2010, 27(1):200-204. Cai Yizhou, Ye Yong. Experimental researches on viscoelastic behavior of asphalt sand mixture [J]. Engineering Mechanics, 2010, 27(1):200-204. (in Chinese)
[11]	曾国伟, 杨新华, 白凡, 尹安毅. 沥青砂粘弹塑蠕变损伤本构模型实验研究[J]. 工程力学, 2013, 30(4):249-253. Zeng Guowei, Yang Xinhua, Bai Fan, Yin Anyi. Experimental researches on a visco-elastoplastic creep damage constitutive model of asphalt mastic [J]. Engineering Mechanics, 2013, 30(4):249-253. (in Chinese)
[12]	Cai W, Mcdowelll G R, Airey G D. Discrete element viscoelastic modelling of a realistic graded asphalt mixture [J]. Soils and Foundations, 2014, 54(1):12-22.
[13]	Moon K H, Falchetto A C, Hu J W. Investigation of asphalt binder and asphalt mixture low temperature creep properties using semi mechanical and analogical models [J]. Construction and Building Materials, 2014, 53(2): 568-583.
[14]	郑建龙. Burgers粘弹性模型在沥青混合料疲劳特性分析中的应用[J]. 长沙交通学院学报, 1995, 11(3):32-42. Zheng Jianlong. Application of Burgers model to analysis of fatigue characteristic of bituminous mixtures [J]. Journal of Changsha Communications Institute, 1995, 11(3):32-42. (in Chinese)
[15]	Park S W, Kim Y R. Fitting prony-series viscoelastic models with power-law presmoothing [J]. Journal of Materials in Civil Engineering, 2001, 13(1):26-32.
[16]	陈刚, 李小强, 孙静. 岩石蠕变时温等效效应的实验验证[J]. 岩土学报, 2002, 23(10):43-47. Chen Gang, Li Xiaoqiang, Sun Jing. Experimental verification of time-temperature equivalent effect of rock creep [J]. Rock and Soil Mechanics, 2002, 23(10):43-47. (in Chinese)

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考虑温度效应的沥青混合料参数模型

doi: 10.6052/j.issn.1000-4750.2014.11.0960

通讯作者: 董满生(1973-),男,安徽人,副教授,博士,硕导,主要从事工程力学及道路工程研究(E-mail:dongms@hfut.edu.cn).

PARAMETRIC MODEL FOR ASPHALT MIXTURES CONSIDERING TEMPERATURE EFFECT

Corresponding author: 10.6052/j.issn.1000-4750.2014.11.0960

计量

考虑温度效应的沥青混合料参数模型

doi: 10.6052/j.issn.1000-4750.2014.11.0960

1. 合肥工业大学交通运输工程学院, 合肥 230009;

2. 重庆交通大学土木工程学院, 重庆 400074

通讯作者: 董满生(1973-),男,安徽人,副教授,博士,硕导,主要从事工程力学及道路工程研究(E-mail:dongms@hfut.edu.cn).

English Abstract

PARAMETRIC MODEL FOR ASPHALT MIXTURES CONSIDERING TEMPERATURE EFFECT

1. School of Traffic and Transportation Engineering, Hefei University of Technology, Hefei 230009, China;

2. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

Corresponding author: 10.6052/j.issn.1000-4750.2014.11.0960

全文HTML

目录

留言板

考虑温度效应的沥青混合料参数模型

doi: 10.6052/j.issn.1000-4750.2014.11.0960

通讯作者: 董满生(1973-),男,安徽人,副教授,博士,硕导,主要从事工程力学及道路工程研究(E-mail:dongms@hfut.edu.cn).

PARAMETRIC MODEL FOR ASPHALT MIXTURES CONSIDERING TEMPERATURE EFFECT

Corresponding author: 10.6052/j.issn.1000-4750.2014.11.0960

计量

出版历程

考虑温度效应的沥青混合料参数模型

doi: 10.6052/j.issn.1000-4750.2014.11.0960

1. 合肥工业大学交通运输工程学院, 合肥 230009; 2. 重庆交通大学土木工程学院, 重庆 400074

通讯作者: 董满生(1973-),男,安徽人,副教授,博士,硕导,主要从事工程力学及道路工程研究(E-mail:dongms@hfut.edu.cn).

English Abstract

PARAMETRIC MODEL FOR ASPHALT MIXTURES CONSIDERING TEMPERATURE EFFECT

1. School of Traffic and Transportation Engineering, Hefei University of Technology, Hefei 230009, China; 2. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

Corresponding author: 10.6052/j.issn.1000-4750.2014.11.0960

全文HTML

目录

1. 合肥工业大学交通运输工程学院, 合肥 230009;

2. 重庆交通大学土木工程学院, 重庆 400074

1. School of Traffic and Transportation Engineering, Hefei University of Technology, Hefei 230009, China;

2. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China