THE ANALYSIS IS CARRIED OUT WITH 6   MATERIALS
Old Concrete
 2400 
THERMAL MODELS
2000
2.4
NO H
NO HYGRAL MODELS
MECHANICAL MODELS
CONS  0.00001
CONS  0
CONS  0
NO STATISTICAL VARIATION
Linear Elastic
CONS  30000
CONS  0.2
CONS  3
CONS  35
NO Softening
NO MNK
Young Concrete
 2400 
THERMAL MODELS
2000
2.4
MATURITY MODELS
4700
273
CORE  100000  0.04  6
NO HYGRAL MODELS
MECHANICAL MODELS
CONS  0.000012
CONS  0
CONS  0
NO STATISTICAL VARIATION
Maxwell Chain
MATU  9
0  500
12  18988.52
24  24449.57
72  31540.44
168  35552.32
336  37994.2
672  39820.83
1344  41164.97
2688  42142.61
CONS  0.2
MATU  9
0  0.01
12  0.88
24  1.42
72  2.28
168  2.83
336  3.19
672  3.48
1344  3.69
2688  3.85
MATU  9
0  0.1
12  8.5
24  14.71
72  25.72
168  33.49
336  38.77
672  43
1344  46.27
2688  48.73
Temperature influence  4000
Hygral influence  1
no softening influence  
6  springs
1  10  100  1000  10000  100000   retardation times 
0  0  0.2  0.8  0  0  
0  0.3  0.2  0.3  0.2  0  
0  0.25  0.25  0.2  0.3  0  
0  0.2  0.25  0.15  0.4  0  
0  0.2  0.15  0.2  0.45  0  
0  0.2  0.1  0.2  0.5  0  
0  0.15  0.15  0.1  0.6  0  
0  0.15  0.1  0.15  0.6  0  
0  0.1  0.15  0.05  0.7  0  
NO Softening
NO MNK
soil
 2400 
THERMAL MODELS
1750
1.7
NO H
NO HYGRAL MODELS
NO MECHANICAL MODELS
NO MNK
Old Concrete Moisture
 2400 
THERMAL MODELS
2000
2.4
NO H
HYGRAL MODELS
 0.45 
 350 
 0.02 
 1.1 
1
 20 
0
 0.8 
 0.00000036 
 0.7 
 0.05 
 0.23 
1
 0.0000001 
MECHANICAL MODELS
CONS  0.00001
CONS  0
CONS  0
NO STATISTICAL VARIATION
Linear Elastic
CONS  30000
CONS  0.2
CONS  3
CONS  35
NO Softening
NO MNK
young concrete cmethod
 2400 
THERMAL MODELS
2000
2.4
MATURITY MODELS
4700
273
C_METHOD  1.5
CORE  100000  0.04  6
NO HYGRAL MODELS
MECHANICAL MODELS
CONS  0.000012
CONS  0
CONS  0
NO STATISTICAL VARIATION
Maxwell Chain
MATU  9
0  500
12  18988.52
24  24449.57
72  31540.44
168  35552.32
336  37994.2
672  39820.83
1344  41164.97
2688  42142.61
CONS  0.2
MATU  9
0  0.01
12  0.88
24  1.42
72  2.28
168  2.83
336  3.19
672  3.48
1344  3.69
2688  3.85
MATU  9
0  0.1
12  8.5
24  14.71
72  25.72
168  33.49
336  38.77
672  43
1344  46.27
2688  48.73
Temperature influence  4000
Hygral influence  1
no softening influence  
6  springs
1  10  100  1000  10000  100000   retardation times 
0  0  0.2  0.8  0  0  
0  0.3  0.2  0.3  0.2  0  
0  0.25  0.25  0.2  0.3  0  
0  0.2  0.25  0.15  0.4  0  
0  0.2  0.15  0.2  0.45  0  
0  0.2  0.1  0.2  0.5  0  
0  0.15  0.15  0.1  0.6  0  
0  0.15  0.1  0.15  0.6  0  
0  0.1  0.15  0.05  0.7  0  
NO Softening
NO MNK
young concrete danish
 2400 
THERMAL MODELS
2000
2.4
MATURITY MODELS
4700
273
DANI  100000  20  1.2
NO HYGRAL MODELS
MECHANICAL MODELS
CONS  0.000012
CONS  0
CONS  0
NO STATISTICAL VARIATION
Maxwell Chain
MATU  9
0  500
12  18988.52
24  24449.57
72  31540.44
168  35552.32
336  37994.2
672  39820.83
1344  41164.97
2688  42142.61
CONS  0.2
MATU  9
0  0.01
12  0.88
24  1.42
72  2.28
168  2.83
336  3.19
672  3.48
1344  3.69
2688  3.85
MATU  9
0  0.1
12  8.5
24  14.71
72  25.72
168  33.49
336  38.77
672  43
1344  46.27
2688  48.73
Temperature influence  4000
Hygral influence  1
no softening influence  
6  springs
1  10  100  1000  10000  100000   retardation times 
0  0  0.2  0.8  0  0  
0  0.3  0.2  0.3  0.2  0  
0  0.25  0.25  0.2  0.3  0  
0  0.2  0.25  0.15  0.4  0  
0  0.2  0.15  0.2  0.45  0  
0  0.2  0.1  0.2  0.5  0  
0  0.15  0.15  0.1  0.6  0  
0  0.15  0.1  0.15  0.6  0  
0  0.1  0.15  0.05  0.7  0  
NO Softening
NO MNK
