2010
DOI: 10.1016/j.conbuildmat.2009.09.007
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Progressive damage and fracture of laminated glass beams

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Cited by 106 publications
(38 citation statements)
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“…SG foils are rather rigid at room temperature. In literature, the bulk SentryGlas material has been investigated under uniaxial stress state by several authors (Bennison 2005;Meissner and Sackmann 2006;Belis 2009;Biolzi et al 2010;Puller et al 2011;Schneider 2012;Kuntsche and Schneider 2014). Tests were performed at room temperature and different displacement rates.…”
mentioning
confidence: 99%
“…SG foils are rather rigid at room temperature. In literature, the bulk SentryGlas material has been investigated under uniaxial stress state by several authors (Bennison 2005;Meissner and Sackmann 2006;Belis 2009;Biolzi et al 2010;Puller et al 2011;Schneider 2012;Kuntsche and Schneider 2014). Tests were performed at room temperature and different displacement rates.…”
mentioning
confidence: 99%
“…Such a displacement is related to the radial displacement by a relationship of the form (4. 26) and, consequently, the explicit expression for the radial displacement v 0 (q). Whenever the layered (G ¼ 0) or the monolithic (G / ∞) limits are attained, the solutions read respectively Fig.…”
Section: Example C E Curved Laminated Beam With Vertical Constraintsmentioning
confidence: 99%
“…Thus, the flexural performance is intermediate between the two borderline cases [18,19] of monolithic limit (shear-rigid bonding of the glass plies) and layered limit (free-sliding glass plies). Since stress and strain are much lower in the monolithic than in the layered limit, to avoid redundant design a large number of theoretical studies have been performed [20e25], corroborated by a wealth of experimental activity [26,14,27,28]. Several practical methods to readily calculate the response of laminated glass structures, such as those by Refs.…”
Section: Introductionmentioning
confidence: 99%
“…The recent experimental investigations by the author were considered [15][16][17] (to validate the analytical and the numerical model proposed here. Unfortunately, because none were available in the literature in a complete form, it was not possible to add any other experimental investigation on the flexural behaviour of beams with T or I cross-section shapes (Ply, 1988).…”
Section: Validation Of Proposed Modelmentioning
confidence: 99%