THE ANALYSIS IS CARRIED OUT WITH 10 DIFFERENT MATERIALS
B1
2400
Thermal model
      Heat capacity      2000   moisture content 
      Heat conductivity        2.400
      Maturity Model
         Q/R   4700  DQ/R  400  
         Reference Temperature 293
 No heat source model
Hygral model
      0.45
      350
      0.02
      1.1
      1
      20
      0
      0.8
      0.00000036
      0.7
      0.05
      0.23
      1
      0.0000001 
Mechanical properties
      const  0.000001
      const 0.00005
      const 0
      No Statistical Variation
      Maxwell Chain
         constant  23000     total E modulus
         constant    0.2     poisson ratio
         constant    10      tensile strength
         constant    100     compressive strength
         Influence of Temperature on creep rate QR 4000 
         Influence of humidity on creep rate A  0.5 
         transition creep 0.000001 0.000001
         3 springs
              1   10 100     retardation times
           0.50 0.40 0.1     distribution
         no softening
no mnk
B2
2400
Thermal model
      Heat capacity   dry 300   wet 2100   moisture content 130
      Heat conductivity        2.400
      Maturity Model
         Q/R   4700  DQ/R  1000  
         Reference Temperature 293
         moisture dependent 1.0 2.0
      No heat source model
No Hygral model
Mechanical properties
      temperature dependent 3  thermal dilatancy
      10  0.000001
      20  0.000002
      40  0.000004  
      maturity dependent 4     hygral dilatancy
      10  -0.000001
      20  -0.000002
      30  -0.000003  
      40  -0.000004
      temperature dependent 2 chemical dilatancy   
      0  25
      200 90
      No Statistical Variation
      Maxwell Chain
         maturity dependent 3
         10   10000     total E modulus
         24   20000
         72   30000
         constant    0.2     poisson ratio
         constant    3      tensile strength
         constant    30     compressive strength
         Influence of Temperature on creep rate QR 4000 
         Influence of humidity on creep rate A  0.5 
         Influence of creep on tensile strength 0.35 0.0001
         4 springs
              1   10 100 1000     retardation times
           0.50 0.40 0.05 0.05    distribution
           0.51 0.41 0.06 0.07
           0.52 0.42 0.08 0.09     
         EPFL 3.1 0.3 3000.  0.02 0.12 0.3 0.0       
no mnk
B3
2400
Thermal model
      Heat capacity   dry 400   wet 2200   moisture content 130
      Heat conductivity        2.400
      Maturity Model
         Q/R   4700  DQ/R  1000  
         Reference Temperature 293
         c_method 1.5
       No heat source model
No Hygral model
Mechanical properties
      const 0
      const 0
      const 0
      No Statistical Variation
      Burger Model
         constant  30000      EA modulus
         constant   400      TA
         constant    50000 Eb
         constant    10     Tb     
         constant    0.2    poisson ratio
         constant    3      tensile strength
         constant    100     compressive strength
         Influence of Temperature on creep rate QR 4000 
         Influence of humidity on creep rate A  0.5 
         Influence of creep on tensile strength 0.35 0.0001
         EPFL 3.1 0.3 1800.  2 1 0 
         no mnk      
B4
2400
Thermal model
      Heat capacity   dry 400   wet 2200   moisture content 130
      Heat conductivity        2.400
      Maturity Model
         Q/R   4700  DQ/R  1000  
         Reference Temperature 293
         c_method 1.5
       No heat source model
No Hygral model
Mechanical properties
      const 0
      const 0
      const 0
      No Statistical Variation
      Burger Model
         constant  30000      EA modulus
         constant   400      TA
         constant    50000 Eb
         constant    10     Tb     
         constant    0.2    poisson ratio
         constant    3      tensile strength
         constant    100     compressive strength
         Influence of Temperature on creep rate QR 4000 
         Influence of humidity on creep rate A  0.5 
         Influence of creep on tensile strength 0.35 0.0001
         no sof 
         no mnk   
B5
2400
Thermal models
      Heat capacity   dry 600   wet 2400   moist 130
      Heat conductivity        2.400
Maturity Models
      Q/R   4700  DQ/R  1000
      Reference Temperature 293
      c_method 1.5
      moisture dependent 1.0 2.0
      core  150000 0.0625 12
no Hygral model
mechanical properties
     cons 0.000011
     cons 0
     cons 0
     No statistical variation
     Linear Elastic
         maturity dependent 3
         10   10000     total E modulus
         24   20000
         72   30000
         constant    0.2     poisson ratio
         constant    10      tensile strength
         constant    100     compressive strength
         isot  0.2 0.04 0.12       
no mnk
B6
2400
Thermal models
      Heat capacity   dry 2400   wet 2400   moist 130
      Heat conductivity        2.400
Maturity Models
      Q/R   4700  DQ/R  0
      Reference Temperature 293
      c_method 1.5
      moisture dependent 1.0 2.0
      dani  110000 20 1.
Hygral model
      0.45
      350
      0.02
      1.1
      1
      20
      1
      0.95
      0.00000036
      0.7
      0.05
      0.23
      1
      0.000001 
mechanical properties
     cons 0.000012
     cons 0
     cons 0
     No statistical variation
     Linear Elastic
         constant  30000     E modulus
         constant    0.2     poisson ratio
         constant    4.0
         constant    100     compressive strength
         EPFL 1 2 3 4 5 6       
no mnk
B7
2400
Thermal model
      Heat capacity      2000   moisture content 
      Heat conductivity        2.400
      Maturity Model
         Q/R   4700  DQ/R  400  
         Reference Temperature 293
 No heat source model
no Hygral model
Mechanical properties
      temperature dependent 3  thermal dilatancy
      10  0.000001
      20  0.000002
      40  0.000004  
      maturity dependent 4     hygral dilatancy
      10  -0.000001
      20  -0.000002
      30  -0.000003  
      40  -0.000004
      cons 0   
      No Statistical Variation
     Linear Elastic
         constant  30000     E modulus
         constant    0.2     poisson ratio
         constant    4.0
         constant    100     compressive strength
         isotr 0.2 0.04 0.12 0.5    
no mnk
B8
2400
Thermal model
      Heat capacity   dry 400   wet 2200   moisture content 130
      Heat conductivity        2.400
      Maturity Model
         Q/R   4700  DQ/R  1000  
         Reference Temperature 293
         c_method 1.5
       No heat source model
No Hygral model
Mechanical properties
      const 0
      const 0
      const 0
      No Statistical Variation
      Burger Model
         constant  30000      EA modulus
         constant   400      TA
         constant    50000 Eb
         constant    10     Tb     
         constant    0.2    poisson ratio
         constant    3      tensile strength
         constant    100     compressive strength
         Influence of Temperature on creep rate QR 4000 
         Influence of humidity on creep rate A  0.5 
         Influence of creep on tensile strength 0.35 0.0001
         EPFL 3.1 0.3 3000.  0.02 0.12 0.3 0.0
         no mnk
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  
EPFL 3.1 0.3 3000.  0.02 0.12 0.3 0.0
NO MNK   