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  1. Home/
  2. Shivaram Valagadri/
  3. 4. RADIOSS Material Laws

4. RADIOSS Material Laws

AIM: To compare the results of the different material laws (i.e. Law2, Law27 and Law36) and their properties. OBJECTIVES: To assign different material laws and properties to the given component and to compare their results and present the inference. PROCEDURE: CASE 1: Go to FILE > IMPORT > SOLVER DECK > FAILURE_JOHNSON_0000.RAD…

  • RADIOSS
  • Shivaram Valagadri

    updated on 15 Jun 2021

AIM:

  • To compare the results of the different material laws (i.e. Law2, Law27 and Law36) and their properties.

OBJECTIVES:

  • To assign different material laws and properties to the given component and to compare their results and present the inference.

PROCEDURE:

CASE 1:

  • Go to FILE > IMPORT > SOLVER DECK > FAILURE_JOHNSON_0000.RAD > IMPORT.
  • check the properties and change it to recommended properties if needed.
  • Now run the file. Go to ANALYSIS > RADIOSS > INPUT FILE > INCLUDE CONNECTOR > OPTIONS = -NT 4 > RADIOSS. Before running the simulation, change the file name to Law2_epsmax_failure_0000 and save it in a new folder.
  • Now run the simulation.
  • After running the simulation, open its .out file and note down the Total number of cycles, energy error, mass error and simulation time.
  • Now to view the animation, Open its .h3d file in hyperview and go to CONTOUR > RESULT TYPE > VON MISES > AVERAGING METHOD > SIMPLE > APPLY. 
  • Now view the plot, open Hypergraph 2D and load its To1 file. Go to GLOBAL VARIABLES > INTERNAL ENEGRY, KINETIC ENERGY and TOTAL ENERGY > MAG > APPLY. This will plot the energy graph.

Results:

 

  • In this case, the Law2 material card is used which represent the elasto-plastic material using the Johnson-Cook material model.
  • This model expresses material stress as a function of strain, strain rate and temperature.
  • By Looking at the graph, The Kinetic energy shows a little variation near about 4ms, the internal energy is high and hence the total energy is same as the internal energy.
  • The total energy shows little variation from 4 ms as the kinetic energy varies slightly.

 

 

 

CASE 2:

  • Open the Law2_epsmax_failure_0000_rad file which was saved before. 
  • After that, open the failures card and then open the Failure_JOHNSON_1 card under the failures card.
  • Change Ifail_sh = 1, Dadv = 1 and Ixfem = 1.

Failure card

  • Now run the file. Go to ANALYSIS > RADIOSS > INPUT FILE > INCLUDE CONNECTOR > OPTIONS = -NT 4 > RADIOSS. Before running the simulation, change the file name to Law2_epsmax_crack_0000 and save it in a new folder.
  • Now run the simulation.
  • After running the simulation, open its .out file and note down the Total number of cycles, energy error, mass error and simulation time.
  • Now to view the animation, Open its .h3d file in hyperview and go to CONTOUR > RESULT TYPE > VON MISES > AVERAGING METHOD > SIMPLE > APPLY. 
  • Now view the plot, open Hypergraph 2D and load its To1 file. Go to GLOBAL VARIABLES > INTERNAL ENEGRY, KINETIC ENERGY and TOTAL ENERGY > MAG > APPLY. This will plot the energy graph.

Results:

  • We can observe the elements are getting cracked at initial stage. The cracking of elements is due to the Ixfem value set to 1. Ixfem =1 : failure element cracked.
  • Ifail_sh =1: Shell element is deleted or craked when D = for one integration point or layer.
  • Dadv = 1: max accumulation damage value D, used for crack initiation. (Criteria for crack advancement.)
  • We can see that the internal energy is more than 30000 kgmm2/ms2 which is greater than the case 1.
  • This is due to the elemens being deleted and the energy is stored as internal energy.

 

 

CASE 3:

  • Open the Law2_epsmax_crack_0000.rad file which was saved before.
  • After that, Under the failures card, Delete the failure_JOHNSON_1 card by right clicking.
  • Now run the file. Go to ANALYSIS > RADIOSS > INPUT FILE > INCLUDE CONNECTOR > OPTIONS = -NT 4 > RADIOSS. Before running the simulation, change the file name to Law2_epsmax_nofail_0000 and save it in a new folder.
  • Now run the simulation.
  • After running the simulation, open its .out file and note down the Total number of cycles, energy error, mass error and simulation time.
  • Now to view the animation, Open its .h3d file in hyperview and go to CONTOUR > RESULT TYPE > VON MISES > AVERAGING METHOD > SIMPLE > APPLY. 
  • Now view the plot, open Hypergraph 2D and load its To1 file. Go to GLOBAL VARIABLES > INTERNAL ENEGRY, KINETIC ENERGY and TOTAL ENERGY > MAG > APPLY. This will plot the energy graph.

Results:

 

 

  • In this model there is no failure model, hence the material Law2 is obeyed.
  • Here, the EPSmax value is followed for element failure.
  • We can observe the internal energy and the total energy curve follow same line until 4ms where the kinetic energy shows slight variation.

 

 

 

CASE 4:

  • Open the Law2_epsmax_nofail_0000.rad file which was saved before.
  • After that, Under the material card, click on the aluminium card and set hte EPS_P_MAX value to 0.

Material card

  • Now run the file. Go to ANALYSIS > RADIOSS > INPUT FILE > INCLUDE CONNECTOR > OPTIONS = -NT 4 > RADIOSS. Before running the simulation, change the file name to Law2_0000 and save it in a new folder.
  • Now run the simulation.
  • After running the simulation, open its .out file and note down the Total number of cycles, energy error, mass error and simulation time.
  • Now to view the animation, Open its .h3d file in hyperview and go to CONTOUR > RESULT TYPE > VON MISES > AVERAGING METHOD > SIMPLE > APPLY. 
  • Now view the plot, open Hypergraph 2D and load its To1 file. Go to GLOBAL VARIABLES > INTERNAL ENEGRY, KINETIC ENERGY and TOTAL ENERGY > MAG > APPLY. This will plot the energy graph.

Results:

 

  • Here the elements are being stretched like an elastic material.
  • This is because the strain enters the plastic stage but as there is no eps_max value(set to zero), the Radioss will take the Default value 103 which means that the material is not going to fail under plastic strain
  • As compared to the case 3 energy curve we can see that case 4 energy curve shows more internal energy increasing  at the end. There is no variation in the kinetic energy because the material does not fail plastic strain.

 

 

 

CASE 5:

  • Open the Law2_0000.rad file which was saved before.
  • After that, Go to the MATERIAL CARD > CARD IMAGE = M1 ELAST > Rho_initial = 0.0028, E = 71000 and Nu = 0.33.

material card

  • This will change the material properties from M2_PLAS_JOHNS_ZERIL to M1_ELAST.
  • Now run the file. Go to ANALYSIS > RADIOSS > INPUT FILE > INCLUDE CONNECTOR > OPTIONS = -NT 4 > RADIOSS. Before running the simulation, change the file name to Law1_0000 and save it in a new folder.
  • Now run the simulation.
  • After running the simulation, open its .out file and note down the Total number of cycles, energy error, mass error and simulation time.
  • Now to view the animation, Open its .h3d file in hyperview and go to CONTOUR > RESULT TYPE > VON MISES > AVERAGING METHOD > SIMPLE > APPLY. 
  • Now view the plot, open Hypergraph 2D and load its To1 file. Go to GLOBAL VARIABLES > INTERNAL ENEGRY, KINETIC ENERGY and TOTAL ENERGY > MAG > APPLY. This will plot the energy graph.

Results:

 

  • In this case, the plate component is defined as elastic material, hence the component will be in the elastic zone and will not enter the plastic deformation. Thus, there is no crack or element failure and maximum stress is developed at the contact between both the components.
  • Though, we can see some elements penetrating through the plate elements, because the contact definition is not proper.
  • This curve shows more internal energy upto 800000 kgmm2/ms2.
  • There is no kinetic energy developed.

 

 

 

CASE 6:

  • Go to FILE > IMPORT > SOLVER DECK > LAW27_0000.RAD > IMPORT.
  • Go to the property card 5Nip and change the values to the following-

Ishell = 24:  QEPH 4 nodes shells are best combination of cost and accuracy.

Ismstr = 2: Full Geometric nonlinearities with possible small strain formulation.

Ish3n = 2: Stranded 3 noded shell (CO) with modification for large rotation.

N = 5: Number of integration points set to 5 for accuracy bending.

Ithick = 1: Thickness change is taken into account for accuracy.

Iplas = 1: Iterative plasticity for good accuracy.

property card

Material card

  • Now run the file. Go to ANALYSIS > RADIOSS > INPUT FILE > INCLUDE CONNECTOR > OPTIONS = -NT 4 > RADIOSS. Before running the simulation, change the file name to Law27_0000 and save it in a new folder.
  • Now run the simulation.
  • After running the simulation, open its .out file and note down the Total number of cycles, energy error, mass error and simulation time.
  • Now to view the animation, Open its .h3d file in hyperview and go to CONTOUR > RESULT TYPE > VON MISES > AVERAGING METHOD > SIMPLE > APPLY. 
  • Now view the plot, open Hypergraph 2D and load its To1 file. Go to GLOBAL VARIABLES > INTERNAL ENEGRY, KINETIC ENERGY and TOTAL ENERGY > MAG > APPLY. This will plot the energy graph.

Results:

 

  • In this case we use Law27 i.e. isotropic elasto-plastic material law with orthotropic brittle failure model. Orthotropic materials differ along three mutually-orthogonal axes.
  • Here, the material damage and failure happens only in tension.
  • We can observe that some elements are failing like brittle material failure and also some elements being deleted.
  • This law allows the modeling of material damage and brittle failure in two principle directions which is controlled by EPS_f1 and EPS_f2.
  • This curve shows less variation in kinetic energy as it fails like brittle material failure.

 

 

 

CASE 7:

  • Go to FILE > IMPORT > SOLVER DECK > FAILURE_JOHNSON_0000.RAD > IMPORT.
  • Go to CURVES > CREATE > RENAME > PLASTIC_TRUE_STRESS_STRAIN_CURVE and enter the following co-ordinates-

X

Y

0.0

300.0

0.000484405

360.13

0.00111878

390.56

0.0032105

442.82

0.00478134

465.98

stress-strain curve

  • Go to MATERIALS > ALUMINIUM > CARD IMAGE = M36_PLAS_TAB

Material card

  • Now run the file. Go to ANALYSIS > RADIOSS > INPUT FILE > INCLUDE CONNECTOR > OPTIONS = -NT 4 > RADIOSS. Before running the simulation, change the file name to LAW_36_PLAS_TAB_0000 and save it in a new folder.
  • Now run the simulation.
  • After running the simulation, open its .out file and note down the Total number of cycles, energy error, mass error and simulation time.
  • Now to view the animation, Open its .h3d file in hyperview and go to CONTOUR > RESULT TYPE > VON MISES > AVERAGING METHOD > SIMPLE > APPLY. 
  • Now view the plot, open Hypergraph 2D and load its To1 file. Go to GLOBAL VARIABLES > INTERNAL ENEGRY, KINETIC ENERGY and TOTAL ENERGY > MAG > APPLY. This will plot the energy graph.

Results:

 

  • The Law36 material law helps in modeling isotropic elasto-plastic material using user defined functions for the work hardening portion of the stress-strain curve for different strain rates. The curve is nothing but the stress-strain curve after the yield point. The yield point is set to 0.
  • We observe that the elements fail at the maximum stress value and some elements are being deleted once they reach the EPS_f value. This type of failure is a real life failure as we have defined a true stress-strain curve. These curves are obtained from lab testing of the components.
  • This graph shows energy lesss than 30000 kgmm2/ms2 as we have used plas_tab material.

 

 

COMPARISION TABLE:

CASE

NO OF CYCLES

ENERGY ERROR

MASS ERROR

SIMULATION TIME (S)

MAX STRESS VALUE

C1

49380

0.8%

0%

63.51

275

C2

49217

4.1%

0%

62.88

295.1

C3

49408

0.8%

0%

62.37

270.7

C4

49737

1.1%

0%

62.11

424.7

C5

47969

1.3%

0%

60.89

1089

C6

49508

0.8%

0%

60.06

287.5

C7

53143

1.7%

0%

67.54

610.8

 

 

 

LEARNING OUTCOMES:

  • The use of different material laws and their behavior.
  • To plot the energy graph in Hypergraph2D.
  • The EPS_max values for every material laws and their significance.
  • To plot von-mises stress values in the simulation using Hyperview.

 

CONCLUSION:

  • Hence, by completing this project we conclude that the material laws and recommended properties have been applied and the results have been compared and inferred.

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