mocka experiments on concrete erosion by a metal and oxide melt
TRANSCRIPT
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ERMSAR 2012, Cologne March 21 – 23, 2012
MOCKA Experiments on Concrete Erosion by a Metal and
Oxide Melt
J. J. FOIT, T. CRON, B. FLUHRER, A. MIASSOEDOV,
T. WENZ
Karlsruhe Institute of Technology, Germany (KIT)
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ERMSAR 2012, Cologne March 21 – 23, 2012
Behaviour of Concrete under Thermal Load
Decomposition of concrete during heat-up starts with evaporation of physically bound water around 100°C.
• Dehydration of chemically bound water occurs up to 550°C.
• Decarbonation of CaCO3 from the cement and carbonate aggregates occurs from 700 to 900°C.
Consequently, loss of mechanical and thermal strength.
Liquid phases start to form between 1100-1250 °C.
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ERMSAR 2012, Cologne March 21 – 23, 2012
MOCKA experiments
Melt: 39 kg Fe (collapsed melt height: 13 cm) and 70 kg oxide (initially Al2 O3 , CaO): (MOCKA 1.1, 1.2; 1-dim and MOCKA 1.3; 2-dim),
(MOCKA 1.4 with 3 kg Zr at the bottom of the crucible to avoid the outcome of the MOCKA 1.2 test (Fig. 2)!; 2-dim).
Initial melt temperature ~ 1900 °C.
Siliceous cylindrical crucible with 25 cm inner diameter. Experimental findings:
MOCKA 1.1: 3 cm axial erosion.
MOCKA 1.2: Compact metal layer embedded in a ~ 0.2 mm thick oxide layer
(never seen before)
no detectable concrete erosion.
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ERMSAR 2012, Cologne March 21 – 23, 2012
Oxidation behaviour
Fig. 1: Time dependent composition of oxide and metal melts in BETA V 5.2.
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ERMSAR 2012, Cologne March 21 – 23, 2012
Fig.2: Section of the MOCKA 1.2 crucible.
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ERMSAR 2012, Cologne March 21 – 23, 2012
Fig. 3: Section of the MOCKA 1.4 crucible.
MOCKA 1.4:
Axial erosion: 2,5 cm.
Lateral erosion: 1.5 cm:
ratio ~ 1.7.
Approx. 2.5 cm thick
mechanically unstable
concrete layer due to
long-term thermal load.
Remelting of the melt
would lead to a fast
concrete “erosion”!
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ERMSAR 2012, Cologne March 21 – 23, 2012
Fig. 4: MOCKA 1.3 centerline concrete temperatures.
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ERMSAR 2012, Cologne March 21 – 23, 2012
MOCKA 1.5:
• Initial 3 kg Zr not at
the bottom.
• ejection of approx.
49 kg Al2O3 during the
thermite reaction
leading to low tempe-
rature of the oxide melt
(crust formation at
4 min after thermite
ignition).
• Rather small fraction
of the added 8.3 kg Zr
(start at 1 min, end
at 4 min after ignition)
was oxidized, Fig. 3.b.
• Axial erosion: 2,5 – 3 cm
Lateral erosion:
1-1.5 cm, ratio ~ 2-3. Fig. 5: Section of the MOCKA 1.5 crucible with unmelted Zr tubes.
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ERMSAR 2012, Cologne March 21 – 23, 2012
Fig. 6: Section of the MOCKA 1.3 crucible (without Zr).
•Axial erosion ~1 cm.
•Lateral erosion ~0.5 cm.
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ERMSAR 2012, Cologne March 21 – 23, 2012
MOCKA 1.6
• 110 kg thermite (→ 42 kg Fe + 38 kg Al2O3 + 30 kg CaO - 17 kg losses
from the oxide phase) with 4 kg Zr at the bottom of the crucible; Tin ~ 2193
K.
• After the completion of the thermite reaction alternating additions of thermite
and Zr.
• Total added masses: 63 kg thermite and 24 kg Zr within approx. 11 minutes.
MOCKA 1.7
• Total added masses: 117,5 kg thermite and 34 kg Zr within approx. 18 min.
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ERMSAR 2012, Cologne March 21 – 23, 2012
Fig. 7: Section of the MOCKA1.6 crucible.
Max. concrete erosion:
• Metal: axial 10 cm, lateral 5 cm;
• Oxide: lateral 4,5 cm.
• Significant concrete erosion by the oxide melt: approx. 9 l (Edec= 41 MJ).
• Ver(met.)~ 9 l (Edec= 41 MJ).
• Oxidation of 1 kg Zr
with SiO2 + H2O + CO2, released
from approx. 0.8 kg eroded
concrete; ~0.74 cm axial erosion,
generates ~3.07*106 J mainly in the
oxide phase.
The Zr+SiO2 gives 0,26 kg Si. The
subsequent oxidation of that Si
amount delivers 7.9*106 J.
• The thermite reaction of 1 kg
gives 0.524 kg Fe with 7.5*105 J
and 0.476 kg Al2O3 with 1.5*106 J.
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ERMSAR 2012, Cologne March 21 – 23, 2012
Max. concrete erosion:
• Metal: axial 15 cm, lateral 6,5 cm;
• Oxide: lateral 5 cm.
• Significant concrete erosion by the oxide melt: approx. 17 l (Edec= 76 MJ).
• Ver(met.)~ 15 l (Edec= 69 MJ).
Fig. 8: Section of the MOCKA1.7 crucible.
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ERMSAR 2012, Cologne March 21 – 23, 2012
Conclusions
• Destruction of the concrete structure at low heat fluxes.
• BETA/COMET like ratio of axial to lateral concrete erosion by a metal melt for a
siliceous concrete.
• Significant lateral concrete erosion by the oxide melt (not observed in BETA/COMET
experiments).
Possible future tests:
• Study of the MCCI on a siliceous concrete with rebars.
• Investigate the concrete ablation ratio in rectangular, half-cylinder and inverse
crucibles.