A thermo elastic model for microwave ablation of concrete · PDF fileA THERMO ELASTIC MODEL...

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A THERMO ELASTIC MODEL FOR MICROWAVE ABLATION OF CONCRETE Benjamin Lepers, V. Nuss, M. Umminger, Guido Link, John Jelonnek, Karlsruhe Institute of Technology Institute for Pulsed Power and Microwave Technology October 24, 2013 B Lepers,Comsol Rotterdam 2013 October 24, 2013 1 / 10

Transcript of A thermo elastic model for microwave ablation of concrete · PDF fileA THERMO ELASTIC MODEL...

A THERMO ELASTIC MODEL FOR MICROWAVE

ABLATION OF CONCRETE

Benjamin Lepers, V. Nuss, M. Umminger, Guido Link, JohnJelonnek,

Karlsruhe Institute of TechnologyInstitute for Pulsed Power and Microwave Technology

October 24, 2013

B Lepers,Comsol Rotterdam 2013 October 24, 2013 1 / 10

OUTLINE

Microwave ablation of concretesurface (explosive spalling fromhigh thermal stress and porepressure from water vaporization)

Material properties

thermo elastic model withmicrowave heating

Results simulation

Experimental findings

Conclusion

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MATERIAL PROPERTIES, CONSTITUTIVE LAWS

εr ρ [kg/m3] k [W/(m.K )] Cp [J/(kg.K )] ν E [GPa] α

6− 0.5j 2400 1.7 800 0.12 48 10−5

in reality the materials properties vary with the water content andtemperatureelectromagnetic losses: Pem = ωε0ε

′′E2

rms

Assume isotropic and homogeneous material, electromagneticpart, D = εEthermal part: Fourrier law, q(x, t) = −k∇T (x, t)mechanical part: linear elastic model, σ = Eε

assume constant dielectric, thermal and mechanical propertieslinear thermo elastic model (generalized 3d hooke law)σ = E

1+ν ε + Eν(1+ν)(1−2ν) tr (ε)I− α E

1−2ν (T − Tref )I

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EM, THERMAL AND MECHANICAL MODELS

EM: ∇2E + γ2E = 0; f = 2.45 GHz; Pin = 102 kW

BC: boundary conditions, symmetry plane ∇× H = 0, waveguide,n× E = 0concrete surface: radiation boundary conditionTHER: ρcp

∂T (x,t)∂t = ∇ · (k∇T (x, t)) + qem(x, t)

Ti = 20 ◦C; solve from 0 to 30 s every 2sBC: n · ∇T = 0MEC: ρu(x, t)−∇ · P(x, t)− κ(x, t) = 0quasi static approximation, inertial therm are neglected (timeduration of the ”heat pulse ” >> time propagation of a elasticwave)volume forces (gravity) neglected in comparasion to thermal stressBC: symmetry plane: n · u = 0, bottom edge, uz = 0; back faceuy = 0

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RESULTS, E FIELDS, POWER DENSITY

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TEMPERATURE (◦C) AND THERMAL GRADIENT FIELDS

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STRESS FIELDS t = 10,30 S

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TEMPERATURE MEASUREMENTS

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CONCLUSION AND FURTHER WORK

ConclusionA thermo elastic model of microwave heating of concrete is usefulfor the design of an applicatorIt allows to calculate the electric field, power density,displacements and stress fieldspore pressure and water movements are not taken into accountwith the current modelExperimental tests shows that ablation size is function of the inputpower, water content, porosity and sample size

Further workantenna matchinghigher frequencymechanics: optimal stress pattern?modelling: porous model with water and vapour transporttemperature and displacements measurements

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ACKNOWLEDGMENT

This research and development project is funded by the GermanFederal Ministry of Education and Research (BMBF) with the FundingAction ”SME Innovative: Resources and Energy Efficiency” andmanaged by the Project Management Agency Karlsruhe (PTKA)

Thank you for your attentionB Lepers,Comsol Rotterdam 2013 October 24, 2013 10 / 10