Airbag Fabric Material

The nonlinear anisotropic material LAW58 used be used as the airbag material.

The material should be tested and validated using the following tests: picture frame test, biaxial tension test, and uniaxial tension test in the weft and wrap directions.

A picture frame test determines the fabric material behavior in shear.


Figure 1. Picture Frame Shear Rig
The shear stress as a function of the anisotropy angle in degrees should be extracted from the force displacement curves from the picture frame test and used as input curve in material LAW58.(1)
τ = F 2 t L sin ( π 4 + α 2 ) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqGqFfpeea0xe9vq=Jb9 vqpeea0xd9q8qiYRWxGi6xij=hbba9q8aq0=yq=He9q8qiLsFr0=vr 0=vr0db8meaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaHepaDcq GH9aqpdaWcaaqaaiaadAeaaeaacaaIYaGaeyyXICTaamiDaiabgwSi xlaadYeacqGHflY1ciGGZbGaaiyAaiaac6gadaqadaqaamaalaaaba GaeqiWdahabaGaaGinaaaacqGHRaWkdaWcaaqaaiabeg7aHbqaaiaa ikdaaaaacaGLOaGaayzkaaaaaaaa@4EAB@
Where,
α = ( π 2 ) 2 arccos ( 1 2 D L ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqGqFfpeea0xe9vq=Jb9 vqpeea0xd9q8qiYRWxGi6xij=hbba9q8aq0=yq=He9q8qiLsFr0=vr 0=vr0db8meaabaqaciGacaGaaeqabaWaaeaaeaaakeaacqaHXoqycq GH9aqpdaqadaqaamaalaaabaGaeqiWdahabaGaaGOmaaaaaiaawIca caGLPaaacqGHsislcaaIYaGaeyyXICTaciyyaiaackhacaGGJbGaai 4yaiaac+gacaGGZbWaaeWaaeaadaWcaaqaaiaaigdaaeaadaGcaaqa aiaaikdaaSqabaaaaOGaeyOeI0YaaSaaaeaacaWGebaabaGaamitaa aaaiaawIcacaGLPaaaaaa@4D72@ and D MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqGqFfpeea0xe9vq=Jb9 vqpeea0xd9q8qiYRWxGi6xij=hbba9q8aq0=yq=He9q8qiLsFr0=vr 0=vr0db8meaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGebaaaa@3830@
Vertical displacement of the upper corner of the specimen
L MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqGqFfpeea0xe9vq=Jb9 vqpeea0xd9q8qiYRWxGi6xij=hbba9q8aq0=yq=He9q8qiLsFr0=vr 0=vr0db8meaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGmbaaaa@3838@
Side length of the specimen
F MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqGqFfpeea0xe9vq=Jb9 vqpeea0xd9q8qiYRWxGi6xij=hbba9q8aq0=yq=He9q8qiLsFr0=vr 0=vr0db8meaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGgbaaaa@3833@
Measured force
t MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqGqFfpeea0xe9vq=Jb9 vqpeea0xd9q8qiYRWxGi6xij=hbba9q8aq0=yq=He9q8qiLsFr0=vr 0=vr0db8meaabaqaciGacaGaaeqabaWaaeaaeaaakeaacaWGgbaaaa@3833@
Fabric thickness


Figure 2. Picture Frame Simulation and Shear Stress as Function of Anisotropy Angle

Cyclic loading and unloading picture frame tests can be performed to extract the loading and unloading curves in shear. The curves can be directly used as input in LAW58 material. The curves should be specified both for the negative and positive values of anisotropic angle in degrees.

The biaxial test determines the LAW58 stiffness in weft and wrap directions.
Figure 3. Biaxial Simulation and Forces Displacement Curves in Warp and Weft Directions

The force displacement curves for warp and weft direction can be recalculated into stress and strain curves using size and thickness of the specimen. Due to corner boundary effects, slight scaling or other tuning of the input curves may be necessary.

Before the woven warp and weft fibers become straight, uniaxial test data can be used to validate the initial fabric stiffness for LAW58. During this phase, the fabric is normally softer. The strain straightening parameters S1 and S2 define when the strain at when the fibers are straight. Flex1 and Flex2 are the scaling coefficients which reduce the stiffness of the warp and weft curves while the fibers are not straight. In many cases the phase is very short and it can be ignored by defining S1=S2=1e-03.

The Flex1 and Flex2 parameters are also used to scale down fabric stiffness in warp and weft direction in compression. By default, Flex1=Flex2=Flex=0.01.

Uniaxial test data for 0, 90 and 45 degree fiber orientations can be used to double check the airbag fabric LAW58 material data that was validated using the picture frame test and biaxial test.

Airbag tethers are normally loaded in uniaxial tension. Uniaxial tension tests should be completed and validated for these materials. Validation of the 45 degree oriented specimens is also important for these materials.

LAW58 materials can include the hysteresis effect in cyclic loading. The stress strain curves for loading and unloading should be extracted from the cyclic biaxial tension test.

Generic LAW58 materials in kg, mm, ms with loading and unloading option with loading and unloading option.

#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/MAT/LAW58/2
Altair test fabric law58
#              RHO_I               RHO_O
                 8E-7                   0
#                 E1                  B1                  E2                  B2                FLEX
                0.380                   0               0.380                   0                1.0
#                 G0                  GT              AlphaT0                 Gsh           sens_ID
              0.0035              0.0055               7.175                                       1
#                 Df                  Ds               Gfrot                              ZEROSTRESS
                    0                   0                   0                                       1
#       N1        N2                  S1                  S2
          1         1                   0                   0
#    Dir 1
       500                1.00
#    Dir 2
       501                1.00
#    Dir12
       502                1.00
#  FCT_ID4   FCT_ID5             Fscale4             Fscale5   FCT_ID6             Fscale6
       600       600                   1                   1       502                   1
/FUNCT/500
stress-strain curve dir 1
#                  X                   Y
0.0000000000e+000                    0
1.0000000000e-002    2.9343543750e-003
2.0000000000e-002    5.2630337500e-003
3.0000000000e-002    6.9235412500e-003
4.0000000000e-002    8.4176677083e-003
5.0000000000e-002    1.0120216458e-002
6.0000000000e-002    1.2102790000e-002
7.0000000000e-002    1.4219608542e-002
8.0000000000e-002    1.6595997708e-002
9.0000000000e-002    1.9202795833e-002
1.0000000000e-001    2.2040856250e-002
1.1000000000e-001    2.5270391667e-002
1.2000000000e-001    2.8711702083e-002
1.3000000000e-001    3.2558656250e-002
1.4000000000e-001    3.6676625000e-002
1.5000000000e-001    4.1031145833e-002
1.6000000000e-001    4.5697987500e-002
/FUNCT/600
unloading stress-strain curve dir 1, 2
#                  X                   Y
0.0000000000e+000    0.0000000000e+000
2.0000000000e-002    5.0000000000e-004
4.0000000000e-002    1.0000000000e-003
6.0000000000e-002    2.0000000000e-003
8.0000000000e-002    5.0000000000e-003
1.0000000000e-001    1.0000000000e-002
1.2000000000e-001    3.0000000000e-002
1.4000000000e-001    7.0000000000e-002
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/501
stress-strain curve dir 2
#                  X                   Y
0.0000000000e+000                    0
1.0000000000e-002    3.7475658333e-003
2.0000000000e-002    6.4746864583e-003
3.0000000000e-002    8.6433156250e-003
4.0000000000e-002    1.0769805833e-002
5.0000000000e-002    1.2923027083e-002
6.0000000000e-002    1.5325416250e-002
7.0000000000e-002    1.8090380208e-002
8.0000000000e-002    2.1231860417e-002
9.0000000000e-002    2.4870956250e-002
1.0000000000e-001    2.8884937500e-002
1.1000000000e-001    3.3246235417e-002
1.2000000000e-001    3.8027027083e-002
1.3000000000e-001    4.3127925000e-002
1.4000000000e-001    4.8519200000e-002
1.5000000000e-001    5.4217816667e-002
1.6000000000e-001    6.0077625000e-002
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/FUNCT/502
stress-strain curve dir 12
#                  X                   Y
-1.8803485061e+001    -1.5770466522e-003
-1.8097254117e+001    -1.5114614261e-003
-1.7387852291e+001    -1.4413505922e-003
-1.6675208927e+001    -1.3674267252e-003
-1.5959251230e+001    -1.2915012899e-003
-1.5239904181e+001    -1.2138769816e-003
-1.4517090425e+001    -1.1332172636e-003
-1.3790730171e+001    -1.0497187778e-003
-1.3060741077e+001    -9.6747019039e-004
-1.2327038129e+001    -8.8635494868e-004
-1.1589533515e+001    -8.0307143684e-004
-1.0848136486e+001    -7.1778894110e-004
-1.0102753220e+001    -6.4282044814e-004
-9.3532866620e+000    -5.8468504129e-004
-8.5996363643e+000    -5.2563223081e-004
-7.8416983143e+000    -4.6541585980e-004
-7.0793647491e+000    -4.0614312591e-004
-6.3125239587e+000    -3.6168074948e-004
-5.5410600764e+000    -3.1690734331e-004
-4.7648528535e+000    -2.7145205177e-004
-3.9837774194e+000    -2.2537031107e-004
-3.1977040240e+000    -1.8050370403e-004
-2.4064977614e+000    -1.3620800862e-004
-1.6100182740e+000    -9.1442121733e-005
-8.0811943303e-001    -4.6243379765e-005
                0                    0
8.0811943303e-001    4.6243379765e-005
1.6100182740e+000    9.1442121733e-005
2.4064977614e+000    1.3620800862e-004
3.1977040240e+000    1.8050370403e-004
3.9837774194e+000    2.2537031107e-004
4.7648528535e+000    2.7145205177e-004
5.5410600764e+000    3.1690734331e-004
6.3125239587e+000    3.6168074948e-004
7.0793647491e+000    4.0614312591e-004
7.8416983143e+000    4.6541585980e-004
8.5996363643e+000    5.2563223081e-004
9.3532866620e+000    5.8468504129e-004
1.0102753220e+001    6.4282044814e-004
1.0848136486e+001    7.1778894110e-004
1.1589533515e+001    8.0307143684e-004
1.2327038129e+001    8.8635494868e-004
1.3060741077e+001    9.6747019039e-004
1.3790730171e+001    1.0497187778e-003
1.4517090425e+001    1.1332172636e-003
1.5239904181e+001    1.2138769816e-003
1.5959251230e+001    1.2915012899e-003
1.6675208927e+001    1.3674267252e-003
1.7387852291e+001    1.4413505922e-003
1.8097254117e+001    1.5114614261e-003
1.8803485061e+001    1.5770466522e-003
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|

The input curves in LAW58 should increase monotonically. Stress strain curves in warp and weft direction should have exactly 2 intersection points: at strain 0 and some positive strain. Shear stress vs anisotropic angle curve should have 3 intersection points: at angle 0, one positive and one negative angle. All loading and unloading curves should be specified.

The material parameter ZEROSTRESS=1 should be set and a sensor should be used in the material LAW58 definition for the activation of airbag reference geometry. This should be the same sensor which is used to start the first injection in /MONVOL/FVMBAG1.

Property Cards for Airbag Fabric

Property /PROP/TYPE16 (SH_FABR) should be used with LAW58.

Generic /PROP card to be used with LAW58, kg, mm, ms for airbag with tria elements.
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|
/PROP/TYPE16/1
Shell
#   Ishell    Ismstr     Ish3n
         4         4         2
#                 hm                  hf                  hr                  dm                  dn
                   0                   0                   0                   0                   0
#        N   Istrain               Thick              Ashear              Ithick     Iplas
         1         0                 0.3                   0                   0         0
#                 Vx                  Vy                  Vz       Isk      Ipos
                   1                   0                   0         0         0
#                Phi               Alpha               Thick                   Z       Mat
                   0                   0                 0.3                   0         1 
#---1----|----2----|----3----|----4----|----5----|----6----|----7----|----8----|----9----|---10----|

For fabric there is no bending stiffness. Therefore the membrane formulation N=1 should be used for the airbag fabrics property. The airbags should be meshed with tria elements with these property options: Ishell=4 , Ismstr=4, and Ish3n=2.

In the /PROP/TYPE16 (SH_FABR) property, the fabric material is defined for each layer. This should be exactly the same material used in the /PART card definition.

The initial material directions are determined by specifying global Vx, Vy, and Vs vectors. The vectors are projected on each element of the reference geometry of the airbag and are then rotated by the angle of Phi. This gives the first material direction. The second material direction is by default perpendicular to the first direction or can be specified using the Alpha input.
Note: The default parameters of the hourglass and damping coefficients hm, hf, hr, dm, and dn work well when the quality of the airbag folding is good.