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.
File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
