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Adhesively bonded joints composed of pultruded adherends: Considerations at the upper tail of the material strength statistical distribution
Authors:Till Vallée  Thomas Keller  Gilles Fourestey  Benjamin Fournier  João R Correia
Affiliation:1. Composite Construction Laboratory CCLab, Ecole Polytechnique Fédérale de Lausanne EPFL, BP 2225, Station 16, CH-1015 Lausanne, Switzerland;2. IACS, Chair of Modeling and Scientific Computing, Ecole Polytechnique Fédérale de Lausanne, CH-1015 Lausanne, Switzerland;3. CEA SACLAY–ENSMP, DEN-DANS/DMN/SRMA/LC2M, Bat. 455, 91191 Gif-sur-Yvette Cedex, France;4. Civil Engineering and Architecture Department, Instituto Superior Técnico, Technical University of Lisbon, Av. Rovisco Pais 1049-001 Lisboa, Portugal
Abstract:The Weibull distribution, used to describe the scaling of strength of materials, has been verified on a wide range of materials and geometries; however, the quality of the fitting tended to be less good towards the upper tail. Based on a previously developed probabilistic strength prediction method for adhesively bonded joints composed of pultruded glass fiber-reinforced polymer (GFRP) adherends, where it was verified that a two-parameter Weibull probabilistic distribution was not able to model accurately the upper tail of a material strength distribution, different improved probabilistic distributions were compared to enhance the quality of strength predictions. The following probabilistic distributions were examined: a two-parameter Weibull (as a reference), mm-fold Weibull, a Grafted Distribution, a Birnbaum–Saunders Distribution and a Generalized Lambda Distribution. The Generalized Lambda Distribution turned out to be the best analytical approximation for the strength data, providing a good fit to the experimental data, and leading to more accurate joint strength predictions than the original two-parameter Weibull distribution. It was found that a proper modeling of the upper tail leads to a noticeable increase of the quality of the predictions.
Keywords:A  Adhesive joints  B  Modeling  B  Strength  C  Failure criterion  C  Probabilistic methods
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