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RLWT与APA试验原理的有限元模拟
引用本文:吴国平,葛折圣. RLWT与APA试验原理的有限元模拟[J]. 科学技术与工程, 2012, 12(10): 2343-2346
作者姓名:吴国平  葛折圣
作者单位:1. 深圳高速公路股份有限公司,深圳,518000
2. 华南理工大学,广州,510640
基金项目:交通运输部西部交通建设科技项目(2009318000078);广东省交通科技项目(2010-02-001)资助
摘    要:近年来,沥青路面的高温抗车辙性能与设计标准的符合性备受关注。多轮车辙仪RLWT和沥青路面分析仪APA是用来检测路面芯样抗车辙性能的重要仪器。通过有限元分析,比较了2种仪器的试验原理。结果表明,RLWT试验方法对试件内部损伤的反应更加敏感;试件承受整体的剪切和弯拉作用;试件表面2 cm以下,RLWT试件的剪应力和剪应变明显大于APA试件,RLWT试验方法更侧重于对试件的剪切性能的评价。因此,对于高温下混合料芯样抗剪切性能的评价,优先选用RLWT试验方法。研究成果对沥青路面施工质量和对于设计的符合性检验具有重要的指导意义。

关 键 词:沥青路面  高温  剪切  试验  原理  有限元
收稿时间:2012-01-08
修稿时间:2012-01-08

Finite element simulation of RLWT and APA test principle
WU Guo-ping , GE Zhe-sheng. Finite element simulation of RLWT and APA test principle[J]. Science Technology and Engineering, 2012, 12(10): 2343-2346
Authors:WU Guo-ping    GE Zhe-sheng
Affiliation:(2*) (Shenzhen Expressway Company Limited1,Shenzhen 518000,P.R.China; South China University of Technology2,Guangzhou 510640,P.R.China)
Abstract:In recent years,compliance of high-temperature ruaing resistance performance of asphalt pavement with design standards is oconcerned.Rotary Loaded Wheel Tester or Rutmeter(RLWT) and Automated Asphalt Pavement Analyzer(APA) is important instruments,which is used to detect anti-rutting performance of pavement core samples.Through a finite element simulation,their principle were analyzed.The results show that,RLWT test methods on the response of the specimen is more sensitive to internal damage;the whole specimen under shear and bending effects;2 cm specimen surface the following,RLWT specimen shear stress and shear strain was significantly greater than the APA specimens,RLWT test method is more focused on the shear properties of the specimen(evaluation.) Therefore,to evaluate shear performance of asphalt mixture core sample under high temperature,the preferred test method is RLWT.Research has important guiding significance to examine the compliance of high-temperature performance of asphalt pavement with design standards.
Keywords:asphalt pavement high temperature shear test principle finite element
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