This paper presents an analytical model that predicts stress development and ultimate strength of lami-nated glass beams involving a multilayered system that allows displacements in the shear flexible inter-layer. The model may be applied to laminates of arbitrary shape and size under prevailing uniaxial bend-ing. 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.

Glass and bending action

FORABOSCHI, PAOLO
2009-01-01

Abstract

This paper presents an analytical model that predicts stress development and ultimate strength of lami-nated glass beams involving a multilayered system that allows displacements in the shear flexible inter-layer. The model may be applied to laminates of arbitrary shape and size under prevailing uniaxial bend-ing. 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.
2009
9789525836011
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11578/48323
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