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Probabilistic and Possibilistic Analyses of the Strength of a Bonded JointThe effects of uncertainties on the predicted strength of a single lap shear joint are examined. Probabilistic and possibilistic methods are used to account for uncertainties. A total of ten variables are assumed to be random, with normal distributions. Both Monte Carlo Simulation and the First Order Reliability Method are used to determine the probability of failure. Triangular membership functions with upper and lower bounds located at plus or minus three standard deviations are used to model uncertainty in the possibilistic analysis. The alpha cut (or vertex) method is used to evaluate the possibility of failure. Linear and geometrically nonlinear finite element analyses are used calculate the response of the joint; fracture in the adhesive and material strength failure in the strap are used to evaluate its strength. Although probabilistic and possibilistic analyses provide significantly more information than do conventional deterministic analyses, they are computationally expensive. A novel scaling approach is developed and used to substantially reduce the computational cost of the probabilistic and possibilistic analyses. The possibilistic approach for treating uncertainties appears to be viable during the conceptual and preliminary design stages when limited data are available and high accuracies are not needed. However, this viability is mixed with several cautions that are discussed herein.
Document ID
20030013733
Acquisition Source
Langley Research Center
Document Type
Reprint (Version printed in journal)
Authors
Stroud, W. Jefferson
(NASA Langley Research Center Hampton, VA United States)
Krishnamurthy, T.
(NASA Langley Research Center Hampton, VA United States)
Smith, Steven A.
(NASA Langley Research Center Hampton, VA United States)
Date Acquired
August 21, 2013
Publication Date
January 1, 2002
Publication Information
Publication: CMES
Publisher: Tech Science Press
Volume: 3
Issue: 6
Subject Category
Structural Mechanics
Distribution Limits
Public
Copyright
Other

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