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基于曲线拟合法的超声波检测混凝土裂缝深度研究

Study on Supersonic Wave Detection of Concrete Crack Depth Based on Curve Fitting Method

  • 摘要: 为了研究《超声法检测混凝土缺陷技术规程》(CECS 21:2000)中超声波平测法检测混凝土裂缝深度计算结果的准确性,基于该法检测原理,分析了测距误差对裂缝深度计算结果的影响,并提出用基于双曲线模型的曲线拟合法确定裂缝深度。结合算例,采用相关系数检验法检验了拟合效果。算例分析表明:与规程CECS 21∶2000方法相比,曲线拟合法计算结果与实测值基本接近,计算结果比较准确;曲线拟合法与有限元法计算结果基本接近。理论分析表明,采用小测距可以减小测距误差对裂缝深度计算结果的影响,本文方法可以有效减小小测距下所引起的计算误差。

     

    Abstract: In order to study the accuracy of the calculation results of concrete crack depth by ultrasonic plane testing method in the Technical Specification for Inspection of Concrete Defects by Ultrasonic Method(CECS 21:2000), the influence of range error on the calculation results of crack depth is analyzed based on the detection principle of ultrasonic plane testing method, and the method of curve fitting based on hyperbolic model is proposed to determine the crack depth. Combined with an example, the correlation coefficient test method is used to test the fitting effect. The example analysis shows that the calculation result by the method of curve fitting is basically close to the measured value, and more accurate compared with the method of CECS 21∶2000. The results of curve fitting method and finite element method are basically close. Theoretical analysis indicates that using smaller range can reduce the influence of range error on the calculating results of crack depth and the method proposed in the paper can effectively reduce calculation error under the conditions of smaller range.

     

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