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The application of ultrasonic surface wave method to concrete strength testing |
Dao-Huang YANG1, Jiang-Ping LIU1, Fei CHENG2, Kai-Xuan PANG1 |
1. Institute of Geophysics and Geomatics,China University of Geosciences(Wuhan),Wuhan 430074,China 2. College of Marine Science and Technology,China University of Geosciences(Wuhan),Wuhan 430074,China |
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Abstract Concrete is the main material in construction engineering,and its quality is closely related to people's life and property.The strength grade is an important indicator of the quality of the concrete,so the strength of the concrete structure needs to be tested. In this paper,the surface wave velocity inversion is realized by the least square method to obtain the shear wave velocity structure of the target concrete structure,the strength value is calculated based on the elastic modulus method and the power function fitting method,and then the concrete strength is evaluated.The results are as follows:First,the shear wave velocity structure of concrete structure can be obtained effectively by using the ultrasonic surface wave method.Second,both the elastic modulus method and the power function fitting method can evaluate the strength of concrete,which is effective and the elastic modulus method can meet the actual accuracy requirements,thus providing a new way for the quality detection of concrete.
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Received: 22 July 2019
Published: 24 June 2020
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层号 | ρ/(g·cm-3) | Vp/(km·s-1) | Vs/(km·s-1) | 厚度d/cm | 第1层 | 2.0 | 3.500 | 2.100 | 12.0 | 第2层 | 2.1 | 4.200 | 2.500 | 18.0 |
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Medium parameters of two-layer concrete beam model
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Rayleigh wave seismic record (a) and dispersion curve (b) of two-layer concrete beam model
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Inversion results of damped least squares algorithm for two-layer concrete model a—fitting of numerical simulation of dispersion curve and inversion result;b—S-wave velocity inversion results
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The relationship between strength and thickness of two-layer concrete beam model
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Rayleigh wave data acquisition
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Raleigh wave recording of concrete beam
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Measured Rayleigh wave dispersion curve
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Inversion results of damped least squares algorithm for concrete beam CB1 a—fitting of measured dispersion curve and inversion result;b—S-wave velocity inversion results
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Inversion results of damped least squares algorithm for concrete beam CB2 a—fitting of measured dispersion curve and inversion result;b—S-wave velocity inversion results
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研究对象名称 | 层号 | ρ/(g·cm-3) | Vp/(km·s-1) | Vs/(km·s-1) | 厚度d/cm | CB1 | 第1层 | 2.05 | 3.901 | 2.315 | 8.0 | | 第2层 | 2.10 | 4.305 | 2.565 | 15.0 | CB2 | 第1层 | 2.06 | 3.912 | 2.335 | 10.1 | | 第2层 | 2.10 | 4.318 | 2.602 | 11.9 |
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Inversion result of concrete beam
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The relationship between elastic modulus and thickness
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强度种类 | C15 | C20 | C25 | C30 | C35 | C40 | C45 | C50 | C55 | C60 | Ec/GPa | 22.0 | 25.5 | 28.0 | 30.0 | 31.5 | 32.5 | 33.5 | 34.5 | 35.5 | 36.0 | fcu,k/MPa | 15.0 | 20.0 | 25.0 | 30.0 | 35.0 | 40.0 | 45.0 | 50.0 | 55.0 | 60.0 |
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Strength grades of concrete
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Comparison of elastic modulus method and rebound method
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Comparison of power function fitting method and rebound method
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