Light Truck Frame Joint Stiffness Study Phase 1 Final Report
Light Truck Frame Joint Stiffness Study Phase 1 Final Report
Light Truck Frame Joint Stiffness Study Phase 1 Final Report
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FINITE ELEMENT ANALYSIS<br />
Load Applied Here<br />
Figure 8: Close Up Picture of Loading Fixture<br />
Loading Conditions<br />
The three stiffnesses, K x , K y , and K z are the rotations of the crossmember relative to the side rail. K x is<br />
obtained by applying a vertical load (+/- Z) at the end of the crossmember and measuring the rotation<br />
from the vertical deflection of the non-load-bearing bar on the fixture. K y is obtained by applying a<br />
torsional load (+/- Y) along the crossmember and measuring the rotation from the fore/aft deflection of a<br />
bar attached to the base of the fixture. For K z , a fore/aft load (+/- X) is applied at the cross member and<br />
the rotation from the fore/aft deflection of the non-load-bearing bar on the fixture is measured. Each load<br />
was applied at the end of the loading fixture. The fixture was used to increase applied moment, permitting<br />
lower loading forces and measurable deflections during test. The loading was adjusted for each joint so<br />
the peak stress was 200MPa, permitting the maximum deflection without the risk of yielding the joint. The<br />
model was constrained at the two ends of the side rails with rigid spiders to the center of the section. The<br />
center node was then constrained in all six degrees of freedom. The deflections were measured off a<br />
non-load-bearing bar that was attached to the base plate of the loading fixture. This assured that the<br />
deflections measured would be that of the deformed joint, and not include deformation of the fixture.<br />
<strong>Report</strong>: A/SP-005-1 <strong>Light</strong> <strong>Truck</strong> <strong>Frame</strong> <strong>Joint</strong> <strong>Stiffness</strong> <strong>Study</strong> 14