[1]陈一锴,何杰,彭佳,等.基于动载荷模拟的半刚性沥青路面响应分析[J].东南大学学报(自然科学版),2010,40(3):593-598.[doi:10.3969/j.issn.1001-0505.2010.03.030]
　Chen Yikai,He Jie,Peng Jia,et al.Dynamic analysis of semi-rigid asphalt pavement subjected to simulant dynamic loads[J].Journal of Southeast University (Natural Science Edition),2010,40(3):593-598.[doi:10.3969/j.issn.1001-0505.2010.03.030]
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基于动载荷模拟的半刚性沥青路面响应分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
40
期数:
2010年第3期
页码:
593-598
栏目:
交通运输工程
出版日期:
2010-05-20

文章信息/Info

Title:
Dynamic analysis of semi-rigid asphalt pavement subjected to simulant dynamic loads
作者:
陈一锴1; 2;  何杰1;  彭佳1;  祁志国1;  任秀欢1
1 东南大学交通学院, 南京 210096; 2 合肥工业大学交通运输工程学院, 合肥 230009
Author(s):
Chen Yikai1; 2;  He Jie1;  Peng Jia1;  Qi Zhiguo1;  Ren Xiuhuan1
1 School of Transportation, Southeast University, Nanjing 210096, China
2 School of Transportation Engineering, Hefei University of Technology, Hefei 230009, China
关键词:
动载荷;  半刚性沥青路面;  重型货车;  虚拟样机;  有限元
Keywords:
dynamic load;  semi-rigid asphalt pavement;  heavy truck;  virtual prototype;  finite element
分类号:
U416.221
DOI:
10.3969/j.issn.1001-0505.2010.03.030
摘要:
提出了一种基于虚拟样机和有限元技术的半刚性沥青路面动载荷响应分析方法,可准确计算重型货车各轴的动载荷.分析动、静载荷共同作用下路面的应力、应变,有效预测路面疲劳寿命.依据车辆动力学原理,基于ADAMS平台构建重型货车-路面系统的多自由度虚拟样机模型,通过仿真得出第一轴右侧单轮和第三轴右侧双轮的动载荷变化规律; 基于弹性层状体系理论建立半刚性沥青路面的3D黏弹性有限元模型,在考虑轮胎矩形印迹和动载荷动态性的基础上,分析和比较单、双轮载荷作用下的路面响应.研究结果表明,路面的疲劳破坏是动载荷引起的水平应力、横向应力和垂直应力共同作用的结果,水平应力的交变变化是破坏的主要因素; 此外,重型货车的后轴双轮造成的路面疲劳断裂破坏为前轴单轮的3.96倍.
Abstract:
An analytical method of dynamic response of semi-rigid asphalt pavement subjected to dynamic loads using virtual prototypes and finite elements is advanced. The method is capable of computing dynamic loads of every axle for heavy trucks as well as analyzing stresses and strains under the loads precisely, which could be used to predict the fatigue life of semi-rigid asphalt pavement. At first, the multi-DOF FVP(functional virtual prototype)model of the truck-road system is developed in ADAMS(automatic dynamic analysis of mechanical systems)based on vehicle dynamics, and then the characteristics of dynamic loads are captured through simulation. As a 3D visco-elastic FE(finite element)model of semi-rigid asphalt pavement is established based on multi-layer elastic system theory, pavement responses under single wheel and dual wheel are analyzed and compared taking into account the rectangular contact area and the variation in dynamic loads. Simulation results indicate that the pavement fatigue damage is a consequence of horizontal stresses, traverse stresses and vertical stresses induced by dynamic loads, among which the alternating variation in horizontal stresses plays an important role. In addition, the fatigue damage under dual tires is 3.96 times more than that under single tires.

参考文献/References:

[1] Kenis W.Dynamic interaction between vehicle and infrastructure experiment(DIVINE)technical report[R].Rotterdam,Netherland:Organisation for Economic Co-operation and Development,1997.
[2] Cole D J,Cebon D.Truck suspension design to minimize road damage[J].Proceedings of the Institution of Mechanical Engineer,1996,210(Part D):95-107.
[3] 杨果岳,王晅,张家生.车辆载重对沥青混凝土路面结构影响的研究[J].公路工程,2008,33(3):34-37.
　 Yang Guoyue,Wang Xuan,Zhang Jiasheng.Research on the dynamic response of pavement structure of asphalt concrete under different loads[J].Highway Engineering,2008,33(3):34-37.(in Chinese)
[4] Kim D,Salgadoand R,Altschaeffl A G.Effects of supersingle tire loadings on pavements[J]. Journal of Transportation Engineering,2005,131(10):732-743.
[5] Wu C P,Shen P A.Dynamic analysis of concrete pavements subjected to moving loads[J].Journal of Transportation Engineering,1996,122(5):367-373.
[6] Yin H,Solaimanian M,Kumar T,et al.The effect of loading time on flexible pavement dynamic response:a finite element analysis[J].Mechanics of Time-Dependant Materials,2007,11(3/4):265-288.
[7] Zou Y S,Ding G F,Ding G F,et al.Research and development of virtual prototype of running gears for railway vehicle[J].Chinese Journal of Mechanical Engineering,2008,21(1):36-41.
[8] Yang Y,Li T,Yan S P.4WS vehicle virtual prototype modeling and dynamics simulation based on ADAMS[C] //DCABES 2008 Proceedings.Dalian,China,2008:365-370.
[9] 张永林,钟毅芳.汽车道路双轮辙多点随机激励建模与仿真研究[J].系统仿真学报,2004,16(6):1147-1154.
　 Zhang Yonglin,Zhong Yifang.Investigation into the time domain model and numerical simulation of bilateral track excitation from road irregularities[J].Journal of System Simulation,2004,16(6):1147-1154.(in Chinese)
[10] 檀润华,陈鹰,路甬祥.路面对汽车激励的时域模型建立及计算机仿真[J].中国公路学报,1998,11(3):96-102.
　　Tan Runhua,Chen Ying,Lu Yongxiang.The mathematical models in time domain for the road disturbances and the simulation[J]. China Journal of Highway and Transport,1998,11(3):96-102.(in Chinese)
[11] 陈静.车辆与路面相互作用的基础研究[D].长春:吉林大学汽车工程学院,2002.
[12] Arraigada M,Partl M N,Angelone S M.Evaluation of accelerometers to determine pavement deflections under traffic loads[J].Materials and Structures,2009,42(6):779-790.
[13] 尚晓江.结构有限元高级分析方法与范例应用[M].北京:中国水利水电出版社,2005.
[14] 黄仰贤.路面分析与设计[M].北京:人民交通出版社,1998.
[15] Blab R,Harvey J T.Modeling measured 3D tire contact stresses in a viscoelastic fe pavement model[J].The International Journal of Geomechanics,2002,2(3):271-290.
[16] 任卫群.公路车辆对道路破坏的数字仿真研究[D].武汉:华中科技大学机械学院,2003.

备注/Memo

备注/Memo:
作者简介: 陈一锴(1984—),男,博士生; 何杰(联系人),男,博士,副教授,博士生导师,hejie@seu.edu.cn.
基金项目: 国家自然科学基金资助项目(50708020)、江苏省自然科学基金资助项目(BK2007566)、东南大学优秀青年教师资助项目(2008).
引文格式: 陈一锴,何杰,彭佳,等.基于动载荷模拟的半刚性沥青路面响应分析[J].东南大学学报:自然科学版,2010,40(3):593-598. [doi:10.3969/j.issn.1001-0505.2010.03.030]
更新日期/Last Update: 2010-05-20