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Nonlinear static TPS analysisA nonlinear analysis which includes the effect of mismatch and filler bar was developed to predict the strain isolator pad reuseable surface insulation through-the-thickness interface stresses. Parametric studies were conducted for simulated shock loading on square tiles. Expected loads on an actual tile were also studied. The results indicate that when no mismatch is present, linear solutions tend to give nonconservative maximum stresses relative to the nonlinear solutions. When mismatch is present, the linear maximum stresses are only conservative at low load levels and highly nonconservative at high load levels. Although the presence of filler bar reduces maximum tensile stresses in some cases, it does not appear that the nominal dimension filler bar can reduce the nonlinear stress to a level at which the linear solution becomes conservative relative to the nonlinear solution. Moreover, on an outboard trailing edge elevon tile at descent with +20 deg flap, the linear analysis is 49% nonconservative relative to the nonlinear analysis with filler bar.
Document ID
19800012136
Acquisition Source
Legacy CDMS
Document Type
Technical Memorandum (TM)
Authors
Housner, J. M.
(NASA Langley Research Center Hampton, VA, United States)
Garcia, R.
(NASA Langley Research Center Hampton, VA, United States)
Date Acquired
September 4, 2013
Publication Date
March 1, 1980
Subject Category
Structural Mechanics
Report/Patent Number
NASA-TM-81785
Report Number: NASA-TM-81785
Accession Number
80N20620
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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