Li Zai-Wei, Liu Xiao-Zhou, Lu Hong-Yao, He Yue-Lei, Zhou Yun-Lai
School of Urban Rail Transportation, Shanghai University of Engineering Science, Shanghai 201620, China.
College of Urban Transportation and Logistics, Shenzhen Technology University, Shenzhen 518118, China.
Materials (Basel). 2020 Oct 29;13(21):4837. doi: 10.3390/ma13214837.
The surface crack of ballastless track slab can seriously reduce the serviceability and durability of high-speed railway (HSR). Aiming at accurately and efficiently detecting the slab cracks, this research proposes an infrared thermography (IRT)-based method for the surface crack, which is the most serious and common crack type in track slab. A three dimensional finite element (FE) model of IRT detection of concrete slab with surface cracks is established. The relation between the width of detectable cracks and the ambient temperature can be thereby obtained by inputting the measured thermodynamic parameters in the model. Parametric study shows that with ambient temperature higher than 15 °C, cracks with a width of no less than 0.2 mm can be well detected. Scale model test and field test are conducted, IRT method can effectively locate the slab surface cracks with width as small as 0.14 mm when ambient temperature is no less than 20 °C.
无砟轨道板表面裂缝会严重降低高速铁路的适用性和耐久性。为了准确、高效地检测轨道板裂缝,本研究针对轨道板中最严重且常见的裂缝类型——表面裂缝,提出了一种基于红外热像法(IRT)的检测方法。建立了含表面裂缝混凝土板IRT检测的三维有限元模型。通过在模型中输入实测的热力学参数,从而得到可检测裂缝宽度与环境温度之间的关系。参数研究表明,当环境温度高于15℃时,宽度不小于0.2mm的裂缝能够被很好地检测到。进行了缩尺模型试验和现场试验,当环境温度不低于20℃时,IRT方法能够有效定位宽度小至0.14mm的轨道板表面裂缝。