STRENGTH DESIGN METHODS FOR LAMINATED …

StructuralMechanicsMARIA FR LINGSTRENGTH DESIGN METHODSFOR LAMINATED GLASSL icentiate DissertationDenna sida skall vara tom!Copyright 2011 by Structural Mechanics, LTH, by Media-Tryck LU, Lund, Sweden, May, 2011 (Pl).For information, address:Division of Structural Mechanics, LTH, Lund University, Box 118, SE-221 00 Lund, : MechanicsDepartment of Construction SciencesISRN LUTVDG/TVSM--11/3071--SE (1-76)ISSN 0281-6679 STRENGTH DESIGN METHODSFOR LAMINATED GLASSMARIA FR LINGA cknowledgementsThe work in this thesis has been performed at the Department of Construction Sciences,at Lund University. The financial support from the Swedish Research Council FORMAS,Glasbranschf reningen and Svensk Planglasf rening is gratefully would like to thank my supervisors Anne Landin and Kent Persson for their guidance,support and encouragement.

z P x Figure 1: A cantilever laminated glass beam subjected to a point load. −500 −400 −300 −200 −100 0 100 200 300 400 500 −2 −1.5 −1

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  Design, Methods, Strength, Beam, Cantilever, Strength design methods for laminated, Laminated

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