Bearing-load response for a pin-loaded hole is studied within the
context of two-dimensional finite element analyses. Pin-loaded-hole
configurations are representative of mechanically connected
structures, such as a stiffener fastened to a rib of an isogrid
panel, that are idealized as part of a larger structural component.
Within this context, the larger structural component may be
idealized as a two-dimensional shell finite element model to
identify load paths and high stress regions. Finite element
modeling and analysis aspects of a pin-loaded hole are considered
in the present paper including the use of linear and nonlinear
springs to simulate the pin-bearing contact condition. Simulating
pin-connected structures within a two-dimensional finite element
analysis model using nonlinear spring or gap elements provides an
effective way for accurate prediction of the local effective stress
state and peak forces.
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