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w w w . a u t o s t e e l . o r g
Impact Modeling of Spot WeldsIn High-Strength Steels
Dr. Robert YanceyMr. Warren PetersonEdison Welding Institute
w w w . a u t o s t e e l . o r g
020406080
100120140160180200220
0 10 20 30 40 50 60
Engineering Strain (%)
Engi
neer
ing
Stre
ss (k
si)
Stress-Strain Curves
1330 MPa
315 MPa
700 MPa
966 MPa
Stress-Strain Behavior of Steel
Ref: SAE 2000-01-2681
w w w . a u t o s t e e l . o r g
Equipment
Drop Weight Impact Tester
Unique Sample DesignSpring
Strikerand
Load Cell
LockingMechanism
Sample
Ref: SAE 2000-01-2681
w w w . a u t o s t e e l . o r g
Rigid Link Weld
• Standard Weld Connection
• Node to Node• Failure Criteria:
1≥⎟⎟⎠
⎞⎜⎜⎝
⎛+⎟⎟
⎠
⎞⎜⎜⎝
⎛m
s
sn
n
n
Sf
Sf
w w w . a u t o s t e e l . o r g
Mesh Independent Welds
• Element to Element
• Contact Definition• Standard Failure
Criteria:
pfp εε ≥
w w w . a u t o s t e e l . o r g
Rigid Link Weld
• Standard Weld Connection
• Node to Node• Failure Criteria:
1≥⎟⎟⎠
⎞⎜⎜⎝
⎛+⎟⎟
⎠
⎞⎜⎜⎝
⎛m
s
sn
n
n
Sf
Sf
w w w . a u t o s t e e l . o r g
Mesh Independent Welds
• Element to Element
• Contact Definition• Standard Failure
Criteria:
pfp εε ≥
w w w . a u t o s t e e l . o r g
Mesh Independent Welds
• Element to Element
• Contact Definition• Failure Criteria:
0122
=−⎟⎠⎞
⎜⎝⎛+⎟
⎠⎞
⎜⎝⎛
FFrr
rr
ττ
σσ
w w w . a u t o s t e e l . o r g
Spot Weld Modeling Conclusions
• Rigid Link Elements are highly mesh dependent
• Mesh Independent Elements are highly dependent on Element location
• Test data is limited
Current Methods are Unreliable