THE ANALYSIS IS CARRIED OUT WITH 8  MATERIALS
B35_old
2384
THERMAL MODELS
2500
2.4
NO H
NO HYGRAL MODELS
MECHANICAL MODELS
CONS  0.000012
CONS  0
CONS  0
NO STATISTICAL VARIATION
Linear Elastic
CONS  30000
CONS  0.0
CONS  3.
CONS  30
ISOM  3 0 0
      0. 1.
      0.02  0.3
      0.12  0.0
NO MNK
B35_young
2384
THERMAL MODELS
2500
2.4
MATURITY MODELS
4700
293
CORE  72000  0.035  6
NO HYGRAL MODELS
MECHANICAL MODELS
CONS  0.000012
CONS  0
CONS  0
NO STATISTICAL VARIATION
Maxwell Chain
MATU  9
0  500
12  12523.1
24  18900.48
72  27932.55
168  33515.57
336  37077.54
672  39820.83
1344  41881.69
2688  43402.75
CONS  0.2
MATU  9
0  0.01
12  0.4
24  0.87
72  1.82
168  2.55
336  3.06
672  3.48
1344  3.8
2688  4.05
MATU  9
0  0.1
12  3.66
24  8.42
72  19.69
168  29.41
336  36.74
672  43
1344  48.06
2688  52
Temperature influence  4000
Hygral influence  1
no transition creep  
4  springs
10  100  1000  10000   retardation times 
0  0.2  0.8  0  
0.3  0.2  0.3  0.2  
0.25  0.25  0.2  0.3  
0.2  0.25  0.15  0.4  
0.2  0.15  0.2  0.45  
0.2  0.1  0.2  0.5  
0.15  0.15  0.1  0.6  
0.15  0.1  0.15  0.6  
0.1  0.15  0.05  0.7  
ISOTropic  0.2  0.01  0.1  0  0
NO MNK
Soil A
2384
THERMAL MODELS
1500
1.5
NO H
NO HYGRAL MODELS
NO MECHANICAL MODELS
NO MNK
B35_vocht
2384
THERMAL MODELS
2500
2.4
NO H
HYGRAL MODELS
0.45
350
0.02
1.1
1
20
0
0.8
0.022
7
mensi
0.23
0
0
MECHANICAL MODELS
CONS  0.000012
CONS  0
CONS  0
NO STATISTICAL VARIATION
Linear Elastic
CONS  30000
CONS  0.2
CONS  3
CONS  30
ISOTropic  0.2  0.01  0.1  0  0
NO MNK
Concrete Layer1  
Inte(rface)
3
0.8
0.05
0.20
35
3.
100.
10.
Concrete Layer2  
Inte(rface)
1.
0.25
0.05
0.20
35
3.
100.
10.
Feb500  A
Rein(forcement)
3  points for steel
 0.0          0.  strain and stress
 0.002175   435.
 0.1        470.
5 points for shear
 0.0  0.0 slip and stress 
 0.001  2.  
 0.8  4.
 1.5  6.
 3.   8.
5000 Shearmodulus
200 dowel
0.3 unload factor
0.00001 thermal dilatancy
Feb500  B
Rein(forcement)
3  points for steel
 0.0          0.
 0.002175   435. strain and stress
 0.1        470.
5 points for shear
 0.0  0.0  slip and stress 
 0.001 2.
 0.8  4.
 1.5  6.
 3.   8.
5000 Shearmodulus
200 dowel
0.3 unload factor
0.00001 thermal dilatancy  
Soil B
2384
THERMAL MODELS
1500
1.5
NO H
NO HYGRAL MODELS
NO MECHANICAL MODELS
NO MNK
B35_vocht
2384
THERMAL MODELS
2500
2.4
NO H
HYGRAL MODELS
0.45
350
0.02
1.1
1
20
0
0.8
0.022
7
mensi
0.23
0
0
MECHANICAL MODELS
CONS  0.000012
CONS  0
CONS  0
NO STATISTICAL VARIATION
Linear Elastic
CONS  30000
CONS  0.2
CONS  3
CONS  30
ISOTropic  0.2  0.01  0.1  0  0
NO MNK

