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Solidworks Simulation
Bolted assembly
stress analysis
05/2/2016
Don Blanchet
3B Associates
Problem
 How does one use FEA to simulate bolted
assemblies ?
 The easy way is to assume the surfaces are joined
or bonded, no bolt stress information simulated.
 Another method is to approximate the bolts with
modeled extruded pins and join the outer diameter
of the pin with the surface of a mating hole.
 The best way is to use the bolted connection joint
available in Solidworks Simulation. The variables of
bolt torque, thread pitch and bolt strength are
available.
 The spring behavior of the bolt and joined materials
is calculated.
Common Rookie mistake calculating
bolt stress using S=(P/A) will under
estimate stress
 Not considering the pre load created
when the bolt is tightened. Torquing
uses up a considerable portion of the
bolt load capacity.
Analysis Cases
 Joined brackets no bolts
 Bolts added
– 3 Torque cases
 Field weld repair after bolt failure
Simple model
3/8 , 24 TPI
GRADE 5
Bolt with
nut
Alloy steel
2 places
300 lb
fixed
Metric
Max stress
Metric
Max deformation
Metric
Joint gap
Typical Bolt Results
Field weld repair (bolt failure)
Fillet weld
Results Summary
analysis
Case
Joint
Gap
inch
Bolt
F.O.S.
Max
bracket
stress
psi
Max
bracket
deflection
inches
No
bolts 0.0000 na 55,000 .044
Bolt torque
5 ft-lb 0.0008 7.20 55,000 .053
Bolt torque
10 ft-lb 0.0006 4.30 55,000 .053
specified
Bolt
torque
25 ft-lb
0.0004 1.88 49,800 .052
Field weld
repair 0.0000 na 50,000 .055
Conclusions
 For static loading all of the cases
studied are acceptable designs.
 No plastic deformation is predicted.
 For shock and vibration loading the
recommended torque of 25 ft-lb
should be used.

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