appendix 2: tests results and simulations by...

Appendix 2: Tests results and simulations by SAFIR

A2.1 Test FRFC 1A

Profile 1 (Figure A2.1): External profile: Circular hollow section 219.1 x 5 Internal profile: Circular hollow section 139.7 x 10 Concrete cover thickness: ~ 35 mm

Figure A2.1. Cross-section of profile 1

148

Repère d'orientation

Repère d'orientation

3

2

1

4

5

6 7

10

9

8

11

12

13 14

Elévation Longueur th. Nr. th.2400 mm2100 mm 4300 mm

4600 mm 8 - 10 - 12 - 139 - 11 - 14


3300 mm 2 - 4 - 71 - 3 - 5 - 6

750 10

50 2100

2400 31

50

750

300

1050

300

750

Long. th. :3000

Long. th. :3300

Long. th. :4300

Long. th. :4600

Figure A2.2. Location of thermocouples in the test FRFC 1A and 1B

149

Temperatures in the furnace of the test FRFC 1A

0

100

200

300

400

500

600

700

800

900

1000

1100

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95

Time (minutes)

Tem

pera

ture

(°C

)

Average temperature inside the old part

Average temperature inside the new part

ISO 834 curve

Figure A2.3. Temperatures in the furnace of the test FRFC 1A

Temperatures in profile 1A

0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90

Time (minute)

Tem

pera

ture

(°C

)

Calculated value

Measured value

3

21

45

6 7

Node 5

Node 4

Node 3

Figure A2.4. Temperatures in the section of the test FRFC 1A

150

Temperatures in profile 1A

0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90

Time (minute)

Tem

pera

ture

(°C

)

Calculated value

Measured value

3

21

45

6 7

Node 6

Node 7

Node 3


Vertical displacement of the test FRFC 1A

-4

-2

0

2

4

6

8

10

12

14

16

18

0 10 20 30 40 50 60 70 80 90 Time (minute)

Dis

plac

emen

t (m

m)

Measured value

Moved measured value

Calculated value with y=L/2000Calculated value with y=0 L

The old partof the furnace

y

The new partof the furnace(front side) Nfi (back side)

fiN

Figure A2.6. Vertical displacement of the test FRFC 1A

151

Transversal displacement of the test FRFC 1A

-505

10152025303540455055606570758085

0 10 20 30 40 50 60 70 80 90 Time (minute)

Dis

plac

emen

t (m

m)

Measured value

Caculated value with y = L/2000

Calculated value with y = 0

L


y


fiN

Figure A2.7. Transversal displacement at the middle height of the test FRFC 1A

152

Picture A2. 1 Column FRFC 1A after the test

A2.2 Test FRFC 1B

Profile 1 (Figure A2.1): External profile: Circular hollow section 219.1 x 5 Internal profile: Circular hollow section 139.7 x 10 Concrete cover thickness: ~ 35 mm

Location of thermocouples in the test FRFC 1B is shown in Figure A2.2

153

Strains at room temperature of the test FRFC 1B

-800

-700

-600

-500

-400

-300

-200

-100

00 100 200 300 400 500 600 700 800 900 1000 1100 1200

Load (KN)

Stra

in (E

-6)

Measured value- back gauge Measured value- front gauge

Calculated value with y=0 - back gauge Calculated value with y=0 - front gauge

L

e=15 mm


y


fiN

Figure A2.8. Strains at room temperature of the test FRFC 1B

154

Temperature in the furnace of the test FRFC 1B

0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25

Time (minute)

Tem

pera

ture

(°C

)



ISO 834 curve

Figure A2.9. Temperatures in the furnace of the test FRFC 1B

Temperatures in Profile 1B

0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25Time (minute)

Tem

pera

ture

s (°

C)

Calculated value

Measured value

3

21

45

6 7

Node 1

Node 2

Node 3

Figure A2.10. Temperatures in the section of the test FRFC 1B

155

Vertical displacement of the test FRFC 1B

-20

-18

-16

-14

-12

-10

-8

-6

-4

-2

0

2

0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30

Time (minute)D

ispl

acem

ent (

mm

)

Measured valueCalculated value with straight columnCalculated value with y = L/500Moved measured value L

e=15 mm


y


fiN

Figure A2.11. Vertical displacement of the test FRFC 1B

Transversal displacement of the test FRFC 1B

0

10

20

30

40

50

60

70

80

90

0 5 10 15 20 25 30Time (minute)

Dis

plac

emen

t (m

m)

Measured value

Calculated value with straight column

Caculated value with y=L/500

L

e=15 mm


y


fiN

Figure A2.12. Transversal displacement at the middle height of the test FRFC 1B

156

Picture A2. 2. Column FRFC 1B after the test

157

A2.3 Test FRFC 2A

Profile 2 (Figure A2.13): External profile: Circular hollow section 219.1 x 5 Internal profile: Square hollow section 120 x 10


158

3

2

1

4

5

6 7

10

9

8

11

12

13 14


4600 mm 8 - 10 - 12 - 139 - 11 - 14


3300 mm 2 - 4 - 71 - 3 - 5 - 6

750 10

50 2100

2400 31

50

750

300

1050

300

750

Long. th. :3000

Long. th. :3300

Long. th. :4300

Long. th. :4600


159

Strains at room temperature of the test FRFC 2A

-800

-700

-600

-500

-400

-300

-200

-100

00 100 200 300 400 500 600 700

Load (KN)S

train

(E-6

)


Calculated with y=0 - back gauge Calculated with y=0 - front gaugeCalculated with y=L/1000 back gauge Calculated with y=L/1000 front gauge

N

(back side)fiN(front side)

Ly

of the furnaceThe old part

e=15 mm

of the furnaceThe new part

fi

Figure A2.15. Strains at room temperature of the test FRFC 2A


0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50 55 60 65

Time (minute)

Tem

pera

ture

(°C

)



ISO 834 curve


160

Temperatures in Profile 2A

0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

Time (minute)

Tem

pera

ture

(°C

)

Calculated value

Measured value

9 5

1 2 6

8

7

4

3

11

10

Node 5-9

Node 4-8

Node 3



0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

Time (minute)

Tem

pera

ture

(°C

)

Calculated valueMeasured value

9 5

1 2 6

8

7

4

3

11

10

Node 1-6

Node 11


161


-6

-4

-2

0

2

4

6

8

10

12

14

16

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

Time (minute)

Dis

plac

emen

t (m

m)

Measured valueCalculated value with y=0 (straight column)Calculated value with y=L/1000Moved measured value

N


Ly


e=15 mm


fi



0

10

20

30

40

50

60

70

80

90

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70Time (minute)

Dis

plac

emen

t (m

m)

Measured value

Calculated value with y = 0 (straight column)

Calculated value with y = L/1000

N


Ly


e=15 mm


fi


162

A2.4 Test FRFC 2B

Profile 2 (Figure A2.13): External profile: Circular hollow section 219.1 x 5 Internal profile: Square hollow section 120 x 10 Concrete cover thickness: from 26 to 45 mm Location of thermocouples in the test FRFC 2A is shown in Figure A2.14

Temperatures in the furnace of the test FRFC 2B

0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50

Time (minute)

Tem

pera

ture

(°C

)



ISO 834 curve


163


0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45

Time (minute)

Tem

pera

ture

(°C

)


Node 1-6

Node 2-7

Node 3

9 5

1 2 6

8

7

4

3

11

10



0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45

Time (minute)

Tem

pera

ture

(°C

)


Node 1-6

Node 10

9 5

1 2 6

8

7

4

3

11

10


164


-14

-12

-10

-8

-6

-4

-2

0

2

4

6

8

0 5 10 15 20 25 30 35 40 45

Time (minute)

Dis

plac

emen

t (m

m)




Measured value

e=10 mm

Ly

The new partof the furnace

Nfi


fiN

(front side) (back side)



-505

10152025303540455055606570758085

0 5 10 15 20 25 30 35 40 45Time (minute)

Dis

plac

emen

t (m

m)

Measured value



e=10 mm

Ly


Nfi


fiN



165

A2.5 Test FRFC 3A

Profile 3 (Figure A2.26): External profile: Circular hollow section 219.1 x 5 Internal profile: H profile HEB120

Location of thermocouples in the test FRFC 3A is shown in Figure A2.27

Figure A2.26. Cross-section of profile 3A

166

750 10

50 2100

2400 31

50

750

300

1050

300

750

Long. th. :3000

Long. th. :3300

Long. th. :4300

Long. th. :4600

20 16

1213

17

19

18

15

14

22

21

9 5

12

6

8

7

4

3

11

10


4600 mm 12 - 16 - 17 - 2013 - 14 - 15 - 18 - 19 - 21 - 22


3300 mm 2 - 3 - 4 - 7 - 8 - 10 - 111 - 5 - 6 - 9

Figure A2.27. Location of thermocouples in the test FRFC 3A

167


-800

-700

-600

-500

-400

-300

-200

-100

00 100 200 300 400 500 600 700 800 900 1000

Load (KN)S

train

(E-6

)

Measured value- back gauge Measured value- front gauge Calculated value with y=L/500 - back gauge Calculated value with y=L/500 - front gauge

e=10 mm

Ly


Nfi


fiN




0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50 55 60

Time (minute)

Tem

pera

ture

(°C

)



ISO 834 curve


168


0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60

Time (minute)

Tem

pera

ture

(°C

)

Measured value

Calculated value

Node 1-6

Node 2-7

95

12

6

8

7

4

3

11

10



0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60

Time (minute)

Tem

pera

ture

(°C

)

Measured value

Calculated value

Node 5-9

Node 10

95

12

6

8

7

4

3

11

10


169


-16

-14

-12

-10

-8

-6

-4

-2

0

2

4

6

0 5 10 15 20 25 30 35 40 45 50 55 60

Time (minute)Dis

plac

emen

t (m

m)

Measured value




e=10 mm

Ly


Nfi


fiN




-505

10152025303540455055606570758085

0 5 10 15 20 25 30 35 40 45 50 55 60Time (minute)

Dis

plac

emen

t (m

m)

Measured value



e=10 mm

Ly


Nfi


fiN



170

Strains in fire test of column FRFC 3A

-12000

-10000

-8000

-6000

-4000

-2000

00 60 120 180 240 300 360 420 480 540 600

Time (second)

Stra

in (E

-6)

Measured value- back gauge

Measured value- front gauge

e=10 mm

Ly


Nfi


fiN


Figure A2.34. Strains in fire test of column FRFC 3A

171

A2.6 Test FRFC 3B

Profile 3 (Figure A2.35): External profile: Circular hollow section 219.1 x 5 Internal profile: H profile HEB120

Figure A2.35. Cross-section of profile 3B

172

750 10

50 2100

2400 31

50

750

300

1050

300

750

Long. th. :3000

Long. th. :3300

Long. th. :4300

Long. th. :4600

20

16

1213

17

19

1815

1422 21

9

5

12

6

8

74

311 10


4600 mm 12 - 16 - 17 - 2013 - 14 - 15 - 18 - 19 - 21 - 22


3300 mm 2 - 3 - 4 - 7 - 8 - 10 - 111 - 5 - 6 - 9

Figure A2.36. Location of thermocouples in the test FRFC 3B

173


-800

-700

-600

-500

-400

-300

-200

-100

00 100 200 300 400 500 600 700 800 900 1000

Load (KN)S

train

(E-6

)


Calculated with y = 0- back gauge Calculated with y = 0 - front gauge

Calculated with y = L/1000 - back gauge Calculated with y = L/1000 - front gauge

e=10 mm

Ly


Nfi


fiN




0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

Time (minutes)

Tem

pera

ture

(°C

)



ISO 834 curve


174


0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60 70

Time (minute)

Tem

pera

ture

(°C

)

Calculated value at painted surface


9

5

12

6

8

74

311 10

Node 1-9

Node 2-8

At painted surface



0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60 70

Time (minute)

Tem

pera

ture

(°C

)



9

5

12

6

8

74

311 10

Node 5-6

Node 10-11

At painted surface


175


0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60 70

Time (minute)

Tem

pera

ture

(°C

)


Calculated value

Measured value

9

5

12

6

8

74

311 10

Node 5-6

Node 3

At painted surface


176


-16

-14

-12

-10

-8

-6

-4

-2

0

2

4

6

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70

Time (minute)Dis

plac

emen

t (m

m)

Measured value


Calculated value with y= 0 (straight column)

Calculated value with y= L/1000

e=10 mm

Ly


Nfi


fiN




05

1015202530354045505560657075808590

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70Time (minute)

Dis

plac

emen

t (m

m)

Measured value



e=10 mm

Ly


Nfi


fiN



177

Picture A2. 3. The intumescent paint after the test of FRFC 3B

178

A2.7 Test FRFC 4A

Profile 4 (Figure A2.44): External profile: Square hollow section 200 x 5 Internal profile: H profile HEB120

Figure A2.44. Cross-section of profile 4A

179

1

2

6

7

9

8

5

4

3

13

12

11

10

14

15

19

20

22

21

18

17

16

26

25

24

23


3300 mm 2 - 3 - 4 - 7 - 8 - 11 - 121 - 5 - 6 - 9 - 10 - 13


4600 mm 14 - 18 - 19 - 22 - 23 - 2615 - 16 - 17 - 20 - 21 - 24 - 25

750 10

50 2100

2400 31

50

750

300

1050

300

750

Long. th. :3000

Long. th. :3300

Long. th. :4300

Long. th. :4600

Figure A2.45. Location of thermocouples in the test FRFC 4A

180


-800

-700

-600

-500

-400

-300

-200

-100

00 100 200 300 400 500 600 700 800 900 1000 1100 1200

Load (KN)

Stra

in (E

-6)

Measured value- back gauge Measured value- front gauge Calculated with y= 0 - back gauge Calculated with y= 0 - front gaugeCalculated with y= L/1000 -back gauge Calculated with y= L/1000 - front gauge

e=10 mm

Ly


Nfi


fiN




0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45

Time (minutes)

Tem

pera

ture

(°C

)



ISO 834 curve


181


0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45

Time (minute)

Tem

pera

ture

(°C

)

Measured valueCalculated value

Node 1

Node 2

12

67

98

54

3

1312

1110



0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40 45

Time (minute)

Tem

pera

ture

(°C

)

Calculated value

Measured value Node 5

Node 3

12

67

98

54

3

1312

1110


182


-16

-14

-12

-10

-8

-6

-4

-2

0

2

4

6

0 5 10 15 20 25 30 35 40 45

Time (minute)

Dis

plac

emen

t (m

m)

Measured valueMoved measured valueCalculated value with y= 0 (straight column)Calculated value with y= L/1000

e=10 mm

Ly


Nfi


fiN




-10-505

101520253035404550556065707580

0 5 10 15 20 25 30 35 40 45Time (minute)

Dis

plac

emen

t (m

m)

Measured value



e=10 mm

Ly


Nfi


fiN



183

Picture A2.4. Column FRFC 4A after the test

184

Picture A2.5. Local buckling of the test FRFC 4A

185

A2.8 Test FRFC 4B

Profile 4 (Figure A2.44): External profile: Square hollow section 200 x 5 Internal profile: H profile HEB120

Figure A2.52. Cross-section of profile 4B

186

750 10

50 2100

2400 31

50

750

300

1050

300

750

Long. th. :3000

Long. th. :3300

Long. th. :4300

Long. th. :4600

1

2

6

7

9

8

5

4

313 12 11 10

14

15

19

20

22

21

18

17

1626 25 24 23


3300 mm 2 - 3 - 4 - 7 - 8 - 11 - 121 - 5 - 6 - 9 - 10 - 13


4600 mm 14 - 18 - 19 - 22 - 23 - 2615 - 16 - 17 - 20 - 21 - 24 - 25

Figure A2.53. Location of thermocouples in the test FRFC 4B

187


0

100

200

300

400

500

600

700

800

900

1000

1100

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80

Time (minutes)

Tem

pera

ture

(°C

)



ISO 834 curve



0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60 70 80 90

Time (minute)

Tem

pera

ture

(°C

)

Calculated value at painted surfaceCalculated valueMeasured value

Node 10-13

Node 11-12

12

67

98

54

3 1312

1110

At painted surface


188


0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60 70 80 90

Time (minute)

Tem

pera

ture

(°C

)

Calculated value at painted surfaceCalculated valueMeasured value

Node 5-6

Node 3

12

67

98

54

3 1312

1110

At painted surface



0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30 40 50 60 70 80 90

Time (minute)

Tem

pera

ture

(°C

)

Calculated value atpainted surfaceCalculated value

Measured value

Node 1-9

Node 2

At painted surface

12

67

98

54

3 1312

1110


189


-14

-12

-10

-8

-6

-4

-2

0

2

4

6

8

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85

Time (minute)

Dis

plac

emen

t (m

m)

Measured valueMoved measured valueCalculated value with y= 0 (straight column)Calculated value with y= L/1000

e=10 mm

Ly


Nfi


fiN



Transversal displacement_ Profile 4B

-505

10152025303540455055606570758085

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85

Time (minute)

Dis

plac

emen

t (m

m)

Measured value



e=10 mm

Ly


Nfi


fiN



190

Picture A2.6. Column FRFC 4B after the test

191

Picture A2.7. Local buckling of the test FRFC 4B

192

A2.9 Test FRFC 5A

Profile 5 (Figure A2.60): External profile: Circular hollow section 273 x 5 Internal profile: Circular hollow section 168.3 x 10 Concrete cover thickness: ~ 47 mm

168.

3

273

C168.3*10

10

C273*5

52.4

5


193

7

8

12

11

43

12

6

5

10

9


4600 mm 7 - 10 - 128 - 9 - 11


3300 mm 2 - 3 - 51 - 4 - 6

750 10

50 2100

2400 31

50

750

300

1050

300

750

Long. th. :3000

Long. th. :3300

Long. th. :4300

Long. th. :4600


194


0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100 110

Time (minutes)

Tem

pera

ture

(°C

)



ISO 834 curve



0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100 110

Time (minute)


Node 1

Node 2

43

12

65


195


0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100 110

Time (minute)

Tem

pera

ture

(°C

)


Node 4-6

Node 3-5

43

12

65



-12

-10

-8

-6

-4

-2

0

2

4

6

8

10

0 10 20 30 40 50 60 70 80 90 100 110

Time (minute)

Dis

plac

emen

t (m

m)

Measured valueMoved measured valueCalculated value with y = 0 (straight column)Calculated value with y = L/500

e=10 mm

Ly


Nfi


fiN



196


-5

5

15

25

35

45

55

65

75

85

0 10 20 30 40 50 60 70 80 90 100 110 Time (minute)

Dis

plac

emen

t (m

m)

Measured value



e=10 mm

Ly


Nfi


fiN



A2.10 Test FRFC 5B

Profile 5 (Figure A2.60) Location of thermocouples in the test FRFC 5B is shown in Figure A2.61

197


-800

-700

-600

-500

-400

-300

-200

-100

00 200 400 600 800 1000 1200 1400 1600 1800 2000

Load (KN)St

rain

(E-6

)

Measured value- back gauge Measured value- front gauge Calculated with y=0 - back gauge Calculated with y=0 - front gauge

e=10 mm

Ly


Nfi


fiN



Temperature in the furnace of the test FRFC 5B

0

100

200

300

400

500

600

700

800

900

1000

0 10 20 30

Time (minutes)

Tem

pera

ture

(°C

)

40



ISO 834 curve


198


0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40

Time (minute)

Tem

pera

ture

(°C

)


Node 4-6

Node 3-5

43

12

65



0

100

200

300

400

500

600

700

800

900

1000

0 5 10 15 20 25 30 35 40

Time (minute)

Tem

pera

ture

(°C

)


Node 1

Node 2

43

12

65


199


-20

-18

-16

-14

-12

-10

-8

-6

-4

-2

0

2

0 5 10 15 20 25 30 35 40 45

Time (minute)

Dis

plac

emen

t (m

m)

Measured value



e=10 mm

yL

Nfi

(front side)of the furnaceThe new part

(back side)


fiN



0

10

20

30

40

50

60

70

80

90

0 5 10 15 20 25 30 35 40 45Time (minute)

Dis

plac

emen

t (m

m)

Measured value


e=10 mm

yL

Nfi

(front side)of the furnaceThe new part

(back side)


fiN


200

Picture A2.8. Local buckling of the test FRFC 5B

201

Picture A2.9. The upside of the column FRFC 5B after the test

Picture A2.10. The upside of the column FRFC 5B after the test

202

Picture A2.11. The movement of the mark in concrete at the steam vent.

A2.11 Test FRFC 6


203

4

1

5

2

6

3

Elévation Longueur th. Nr. th.250 mm 3000 mm 1 - 2 - 3 - 4 - 5 - 6

500Long. th. :

3000

250

250

Figure A2.74. Location of thermocouples in the test FRFC 6

Temperature in the furnace of the test FRFC 6

0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100 110 Time (minute)

Tem

pera

ture

(°C

)

ISO 834 TC 1 TC 2 TC 3 TC 4 TC 5 TC 6 TC 7 TC 8 TC 9 TC 10 TC 11 TC 12 TC 13

Figure A2.75. Temperatures in the furnace of the test FRFC 6

204


0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100 110

Time (minute)

Tem

pera

ture

(°C

)

ISO 834 curve

Average temperature in the furnace



0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100 110

Time (minute)

Tem

pera

ture

(°C

)

ISO 834

Average temperature in the old part

Average temperature in the new part


205

Temperatures in Profile 6 with real fire

0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100

Time (minute)

Tem

pera

ture

(°C

)


41

52

63

Node 5-6

Node 2-3

Figure A2.78. Temperatures in the section of the test FRFC 6 with the value of water content in concrete is 6% in weight


0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100

Time (minute)

Tem

pera

ture

(°C

)


41

52

63

Node 4

Node 1

Figure A2.79. Temperatures in the section of the test FRFC 6 with the value of water content in concrete is 6% in weight

206


0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100

Time (minute)

Tem

pera

ture

(°C

)


41

52

63

Node 5-6

Node 2-3

Figure A2.80. Temperatures in the section of the test FRFC 6 with the value of water content

in concrete is 9% in weight


0

100

200

300

400

500

600

700

800

900

1000

1100

0 10 20 30 40 50 60 70 80 90 100

Time (minute)

Tem

pera

ture

(°C

)


41

52

63

Node 4

Node 1

Figure A2.81. Temperatures in the section of the test FRFC 6 with the value of water content

in concrete is 9% in weight

207

Picture A2.12. The columns FRFC 6 after the test

Picture A2.13. The upper end of the column FRFC 6 after the test.

208

appendix 2: tests results and simulations by...

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