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首页> 外文期刊>Journal of materials in civil engineering >Evaluation of Impact of Hot-Mix Asphalt Density Differentials on Thermal Streak Phenomenon by Passive Infrared Thermography
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Evaluation of Impact of Hot-Mix Asphalt Density Differentials on Thermal Streak Phenomenon by Passive Infrared Thermography

机译:被动红外热成像技术评估热拌沥青密度差异对热条纹现象的影响

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摘要

The impact of hot-mix asphalt (HMA) density differentials on thermal streaks and their temporal evolution were examined by means of infrared thermography under laboratory conditions. A series of experimental tests was performed using specimens containing three asphalt blocks, one of which had an arbitrarily lower density and was positioned between the other two blocks with higher densities. The specimens were uniformly heated to a temperature similar to that found in real on-site situations during HMA laydown and left to cool at ambient temperature, simulating a thermal streak caused by density differentials. Surface cooling at ambient temperature was recorded using a thermographic camera. Results demonstrated that HMA density variations of 6.5% or higher produce surface temperature differentials of 4 degrees C or more after 3 min of cooling, and can be straightforwardly detected by infrared thermography. Thermal modeling confirmed the experimental trends and constitutes a valuable tool for future investigation under different conditions.
机译:在实验室条件下,通过红外热像仪检查了热拌沥青(HMA)密度差异对热条纹及其时间演变的影响。使用包含三个沥青块的标本进行了一系列的实验测试,其中一个具有任意较低的密度,并位于其他两个具有较高密度的块之间。将样品均匀加热至类似于HMA放样期间实际情况的温度,然后在环境温度下冷却,以模拟由密度差异引起的热条纹。使用热像仪记录环境温度下的表面冷却。结果表明,在冷却3分钟后,HMA密度变化为6.5%或更高会产生4摄氏度或更高的表面温差,并且可以通过红外热成像法直接检测到。热建模证实了实验趋势,并构成了在不同条件下进行未来研究的宝贵工具。

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  • 来源
    《Journal of materials in civil engineering》 |2019年第10期|04019215.1-04019215.12|共12页
  • 作者单位

    Visiooimage Inc Adv Infrared NDT Syst IR Vis Syst 2604 Lapointe Quebec City PQ G1W 1A8 Canada;

    Visiooimage Inc Adv Infrared NDT Syst 2604 Lapointe Quebec City PQ G1W 1A8 Canada;

    Minist Transports Direct Gen Lab Chaussees Direct Chaussees 800 Pl Youville 14th Quebec City PQ G1R 3P4 Canada;

    Minist Transports Direct Gen Lab Chaussees Direct Mat Infrastruct 2700 Rue Einstein Quebec City PQ G1P 3W8 Canada;

    Inst Francais Sci & Technol Transports Amenagemen Composants & Syst Struct & Instrumentat Integree F-44344 Bouguenais France|INRIA I4S Team F-35042 Rennes France;

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