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Importing Tensile
and Compression
data to model
concrete
Harish Kant Soni
IIT Kharagpur,17-Feb-17
Compression Data
• Concrete Compressive strength 24.33Mpa.
• Reference :- S., Popovics. (1973). a numerical approach
to the complete stress-strain curve of concrete. Cement
and Concrete Research 3, 53-599.
Compression Graph Generated
Compression Data Used In Abaqus
yield stress inelastic strain
8193643 0
9754791 1.11E-05
12723841 2.89E-05
15106193 5.53E-05
17526124 0.000101
20462912 0.000203
22090718 0.000309
23024180 0.000408
23607383 0.000504
24006865 0.000609
24212447 0.000702
24314144 0.000801
24323250 0.000905
24250877 0.001013
23016897 0.001595
21705969 0.002014
20007310 0.002515
18318812 0.003016
Tensile Data
• Reference :- Belarbi and
Hsu,1994
• fcr = 3.75*sqrt(fck) psi, fck in
psi, ACI code.
Tensile data graph
yield stess damage parameter cracking strain plastic strain
1496753.643 0 0 0
1134327.146 0.1 0.000103212 9.69017E-05
948877.8637 0.2 0.000202496 0.00019062
834177.9014 0.3 0.000303238 0.00028534
756842.0406 0.4 0.00040211 0.00037685
697314.6905 0.5 0.00050509 0.00047018
653547.0046 0.6 0.000602281 0.000553203
616412.4233 0.7 0.00070414 0.000632134
587158.134 0.75 0.000800605 0.000712419
561039.1129 0.8 0.000901912 0.000789562
538581.4965 0.85 0.001003037 0.000850245
410975.8549 0.9 0.002004425 0.001819251
350254.353 0.92 0.003002465 0.002800813
312389.1183 0.95 0.004004361 0.003707214
285941.9955 0.975 0.005000685 0.004442389
265883.9156 0.99 0.006001689 0.00468389
Tensile Data Used In Abaqus
Concrete Cylinder Prepared
Load vs Displacement Graph
Load in Newton, disp in meter.

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Numerical modelling of concrete for fem softwares

  • 1. Importing Tensile and Compression data to model concrete Harish Kant Soni IIT Kharagpur,17-Feb-17
  • 2. Compression Data • Concrete Compressive strength 24.33Mpa. • Reference :- S., Popovics. (1973). a numerical approach to the complete stress-strain curve of concrete. Cement and Concrete Research 3, 53-599.
  • 4. Compression Data Used In Abaqus yield stress inelastic strain 8193643 0 9754791 1.11E-05 12723841 2.89E-05 15106193 5.53E-05 17526124 0.000101 20462912 0.000203 22090718 0.000309 23024180 0.000408 23607383 0.000504 24006865 0.000609 24212447 0.000702 24314144 0.000801 24323250 0.000905 24250877 0.001013 23016897 0.001595 21705969 0.002014 20007310 0.002515 18318812 0.003016
  • 5. Tensile Data • Reference :- Belarbi and Hsu,1994 • fcr = 3.75*sqrt(fck) psi, fck in psi, ACI code.
  • 7. yield stess damage parameter cracking strain plastic strain 1496753.643 0 0 0 1134327.146 0.1 0.000103212 9.69017E-05 948877.8637 0.2 0.000202496 0.00019062 834177.9014 0.3 0.000303238 0.00028534 756842.0406 0.4 0.00040211 0.00037685 697314.6905 0.5 0.00050509 0.00047018 653547.0046 0.6 0.000602281 0.000553203 616412.4233 0.7 0.00070414 0.000632134 587158.134 0.75 0.000800605 0.000712419 561039.1129 0.8 0.000901912 0.000789562 538581.4965 0.85 0.001003037 0.000850245 410975.8549 0.9 0.002004425 0.001819251 350254.353 0.92 0.003002465 0.002800813 312389.1183 0.95 0.004004361 0.003707214 285941.9955 0.975 0.005000685 0.004442389 265883.9156 0.99 0.006001689 0.00468389 Tensile Data Used In Abaqus
  • 9. Load vs Displacement Graph Load in Newton, disp in meter.