mocka experiments on concrete erosion by a metal and oxide melt

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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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Page 1: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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)

Page 2: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.

Page 3: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.

Page 4: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

ERMSAR 2012, Cologne March 21 – 23, 2012

Oxidation behaviour

Fig. 1: Time dependent composition of oxide and metal melts in BETA V 5.2.

Page 5: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

ERMSAR 2012, Cologne March 21 – 23, 2012

Fig.2: Section of the MOCKA 1.2 crucible.

Page 6: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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”!

Page 7: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

ERMSAR 2012, Cologne March 21 – 23, 2012

Fig. 4: MOCKA 1.3 centerline concrete temperatures.

Page 8: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.

Page 9: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.

Page 10: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.

Page 11: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.

Page 12: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.

Page 13: MOCKA Experiments on Concrete Erosion by a Metal and Oxide Melt

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.