Behavior and Failure Strength of Laminated Glass Beams
Publication: Journal of Engineering Mechanics
Volume 133, Issue 12
Abstract
Despite the increased use of laminated glass (two monolithic layers of glass joined with an elastomeric interlayer—usually PVB—to form a unit) as a cladding material for architectural glazing applications and by now as a structural material, the mechanical properties and the structural capabilities of PVB laminated glass are not well known. This paper presents an analytical model that predicts stress development and ultimate strength of laminated glass beams involving a multilayered system that allows displacements in the shear flexible interlayer. The model may be applied to laminates of arbitrary shape and size under prevailing uniaxial bending. No specific simplifying assumption is made in formulating the procedure, so the modeling inaccuracy is marginal, as proved by comparing theoretical model predictions with test results. The model was then used for assessing the safety and predicting the failure strength of laminated glass products available in the architectural glass marketplace, in order to identify the basis for rational design with glass-polymer laminates. The closed form of the model permits us to both explain the behavior of laminated glass, and correlate the structural performance with the geometrical and mechanical parameters.
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Acknowledgments
This research is part of a project that has received financial support from the Italian Ministry of Instruction of University and of Research (MIUR), under the provision for the Program of Scientific Research of Relevant Interest for the Nation (PRIN 2005)MIUR.
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Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 133 • Issue 12 • December 2007
Pages: 1290 - 1301
Copyright
© 2007 ASCE.
History
Received: May 23, 2006
Accepted: Jun 18, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007
Notes
Note. Associate Editor: George Z. Voyiadjis
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