柳力, 李理, 刘朝晖(通讯作者), 傅顺发, 李文博, 潘厚璇. 内置应变传感器对沥青混合料力学性能影响研究[J]. 工程科学学报. DOI: 10.13374/j.issn2095-9389.2024.04.22.003
引用本文: 柳力, 李理, 刘朝晖(通讯作者), 傅顺发, 李文博, 潘厚璇. 内置应变传感器对沥青混合料力学性能影响研究[J]. 工程科学学报. DOI: 10.13374/j.issn2095-9389.2024.04.22.003
Study on influence of built-in strain sensor on mechanical properties of asphalt mixture[J]. Chinese Journal of Engineering. DOI: 10.13374/j.issn2095-9389.2024.04.22.003
Citation: Study on influence of built-in strain sensor on mechanical properties of asphalt mixture[J]. Chinese Journal of Engineering. DOI: 10.13374/j.issn2095-9389.2024.04.22.003

内置应变传感器对沥青混合料力学性能影响研究

Study on influence of built-in strain sensor on mechanical properties of asphalt mixture

  • 摘要: 为探究内置应变传感器对沥青混合料力学性能影响,基于离散元法建立了植入应变传感器的沥青混合料离散元模型,从细观层面分析了应变传感器不同埋设深度和数量对沥青混合料力学性能影响。研究表明:随着传感器埋设深度(距梁底6cm、4cm)增加,梁试件的力学性能越好,故最佳埋设深度为距梁底4cm;随着传感器埋设数量(单、双传感器)增加,路面结构连续性、整体性变差,应避免在路面同一点位的中、下面层同时埋设传感器。在前述研究的基础上,采用离散元法构建埋设深度距梁底4cm的单传感器沥青混合料离散元模型,从力学响应、接触界面分析了材料组成对内置应变传感器沥青混合料力学性能影响。研究表明:随着混合料颗粒公称最大粒径(AC-20、AC-16、AC-13)减小,传感器工作状况更为稳定,故最佳公称最大粒径为13.2mm;随着级配增粗,荷载传递路径越少,接触力分布均匀性降低,传感器工作稳定性越差;随着黏结强度(拉伸强度、内聚力强度)的提高可以增强传感器工作稳定性。研究结果为揭示内置感知器件的路面材料服役性能演变提供理论依据。

     

    Abstract: In order to investigate the influence of embedded strain sensors on the mechanical properties of bituminous mixture, a discrete element model of bituminous mixture with embedded strain sensors was established based on the discrete element method. This model allowed for an analysis at the microscopic level of the impact of different embedding depths and quantities of sensors on the mechanical performance of the bituminous mixture. The research indicated that as the embedding depth of the sensor (6 cm and 4 cm from the bottom of the beam) increased, the mechanical performance of the beam specimen improved accordingly, hence the optimal embedding depth was determined to be 4 cm away from the bottom of the beam. With the increase in the number of sensors installed (single versus double sensors), the continuity and integrity of pavement structure decreased, suggesting that it should be avoided to install sensors simultaneously at the same locations in the middle and lower layers of the pavement. Based on the previous study, a discrete element model of the bituminous mixture with a single sensor was constructed at an embedding depth of 4 cm away from the bottom of the beam, and the effect of the material composition on the mechanical properties of the built-in sensor bituminous mixture was analyzed in terms of mechanical response and contact interface. The research showed that with the decrease in the nominal maximum particle size of the mixture (AC-20, AC-16, AC-13), the working condition of the sensor became more stable, so the best nominal maximum particle size was 13.2 mm; with the coarsening of the gradation, the fewer load transfer paths, and the uneven distribution of contact force, will lead to poorer working stability of the sensor; the enhancement of the adhesive strength (tensile strength, cohesive strength) could improve the working stability of the sensor. The research results provide a theoretical basis for revealing the service performance evolution of pavement materials with built-in sensing devices.

     

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