Abstract
Pulse thermography of concrete structures is used in civil engineering for detecting voids, honeycombing and delamination. Quantitatively realistic numerical 3D simulation is difficult due to the arising boundary layer at the heated surface and unreliable information about material parameters and environmental conditions. We address both issues by a semi-analytic reformulation of the heat transport problem and by parameter identification. Numerical results are compared with measurements of a test specimen.
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Abbreviations
- c :
-
Specific heat capacity distribution (J/kg K)
- \(\bar{c}\) :
-
Surface averaged specific heat capacity (J/kg K)
- C :
-
Radiation constant distribution (W/m2 K4)
- \(\bar{C}\) :
-
Averaged radiation constant (W/m2 K4)
- g :
-
Total boundary heat flux (W/m2)
- h :
-
Heat transfer coefficient distribution (W/m2 K)
- \(\bar{h}\) :
-
Averaged heat transfer coefficient (W/m2 K)
- P 0 :
-
Steradial heating power density (W/m2)
- Q 0 :
-
Power density of radiative heating (W/m2)
- t :
-
Time (s)
- t h :
-
Heating time (s)
- T :
-
Temperature (K)
- T amb :
-
Ambient temperature (K)
- T ext :
-
External temperature distribution (K)
- T 0 :
-
Initial temperature distribution (K)
- x = (x1, x2, x3):
-
Spatial position (m)
- κ:
-
Thermal conductivity distribution (W/m K)
- \(\bar{\kappa}\) :
-
Surface averaged thermal conductivity (W/m K)
- Ω:
-
Computational domain
- Ω0 :
-
Heated front face of Ω
- ρ:
-
Density distribution (kg/m3)
- \(\bar{\rho}\) :
-
Surface averaged density (kg/m3)
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Weiser, M., Röllig, M., Arndt, R. et al. Development and test of a numerical model for pulse thermography in civil engineering. Heat Mass Transfer 46, 1419–1428 (2010). https://doi.org/10.1007/s00231-010-0656-9
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DOI: https://doi.org/10.1007/s00231-010-0656-9