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StressCheck Tutorial: TLAP-Bearing Default vs Ignore Moments & Offsets (IMO) Case Study

Home ShopLinear Elasticity SolverStressCheck Tutorial: TLAP-Bearing Default vs Ignore Moments & Offsets (IMO) Case Study

StressCheck Tutorial: TLAP-Bearing Default vs Ignore Moments & Offsets (IMO) Case Study

Abstract: TLAP-Bearing enables tabular point forces and/or moments (i.e. TLAPs) representing fastener loads to be applied to solid element faces as sinusoidal traction (i.e. bearing) distributions.

For a case study of an aircraft fitting with loaded lug bores, the maximum 1st principal stress at the lug root and the part deformation for TLAP-Bearing: Default and TLAP-Bearing: IMO (Ignore Moments & Offsets) was studied. The differences can be significant if the locations of the TLAPs are far away from the midplanes and/or centers of the bores, and/or if there are input moments in the fastener loads.

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Related Content:

  • StressCheck Tutorial: TLAP-Traction vs Uniform Traction Case Study
  • StressCheck Tutorial: Autocorrect for Bearing and TLAP-Bearing Loads
  • StressCheck Tutorial: Converting TLAP-Tractions in a Hole to a Single TLAP-Bearing
  • StressCheck Tutorial: Parametric TLAP Case ID Scaling Overview
  • StressCheck Tutorial: Bearing Load

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Categories: Linear Elasticity Solver, StressCheck Core, StressCheck Professional. Tags: Boundary Conditions, Detailed Stress, Global-Local, Linear Analysis, Plot Extraction, Results, StressCheck GUI, Theory.

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Testimonials

“At DST Group, we have effectively used StressCheck over the last 10 years to determine accurate stress intensity factors. The results have been used to improve our residual strength and structural life estimates for aircraft in service with the Royal Australian Airforce, including C-130, P-3C and F/A-18 A/B. We have found it to be extremely easy to use and a very versatile code with which to create parametric models.

We have recently used StressCheck to obtain improved stress intensity factor solutions (Improved stress intensity factors for selected configurations in cracked plates and Improved stress intensity factors for a single corner crack at a loaded fastener hole) for five key generic configurations. These transferable parametric results have been published externally. One specific example is the non-linear contact analysis of a cracked, filled fastener hole, with both fastener and remote plate loading.”

Dr. Manfred Heller, Head, Structural & Damage Mechanics, DST Group

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