Overall response of 2-ply laminated glass plates under out-of-plane loading
•An experimental–numerical investigation on the response of undamaged and damaged 2-ply Laminated Glass plates in three different configurations is presented.•Three different interlayers are considered, polyvinyl butyral (PVB), SentryGlas (SG) and Saflex DG41 (DG41) characterized by different rheolo...
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Published in: | Engineering structures Vol. 256; p. 113967 |
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Abstract | •An experimental–numerical investigation on the response of undamaged and damaged 2-ply Laminated Glass plates in three different configurations is presented.•Three different interlayers are considered, polyvinyl butyral (PVB), SentryGlas (SG) and Saflex DG41 (DG41) characterized by different rheological properties.•Three different configurations were tested: undamaged plates (configuration 0), configuration I plate with a broken ply on the bottom and configuration II plate with a broken ply on the top.•For the post-breakage behavior, two different numerical strategies are discussed: a) the equivalent temperature variation and b) elastic-fragile constitutive law.•Parametric numerical analyses are proposed by changing: i) plate geometry (size effect); ii) interlayer thickness; iii) glass thickness; iv) additional glass ply (3-ply LG plate).•Definition of the critical length: from the critical length the plate behaves as monolithic, independently of the stiffness of the interlayer.
The results of an experimental and numerical investigation on the mechanical response of undamaged and damaged 2-ply Laminated Glass (LG) plates with different interlayers are presented in the paper. Three different interlayers, polyvinyl butyral (PVB), SentryGlas (SG) and Saflex DG41 (DG41) characterized by different rheological properties and fully tempered glass plates were considered. Simply supported plates under out of plane loads were tested in three different configurations: configuration 0, undamaged; configuration I, partially damaged, with a broken ply below (bottom ply) and configuration II, partially damaged, with a broken ply above (top ply). In the three configurations the top ply is always subjected to compression while the bottom one is in tension. The main aspects and the different response of each configuration were discussed and compared. Experimental results highlighted the influence of the interlayer properties on both the pre- and post-breakage behavior. Moreover, numerical models were developed to reproduce the experimental results. For the post-breakage response two different strategies were developed: a) the equivalent temperature variation and b) elastic-brittle constitutive law. Differences and advantages associated with both solutions are discussed. Finally, extensive parametric numerical analyses are proposed to underline the influence on the mechanical response of different parameters: i) plate geometry (size effect); ii) interlayer thickness; iii) glass thickness; iv) additional glass ply (3-ply LG plate). It is underlined that the size effect plays an important role on the mechanical response of LG plates and it should be always considered in the design. The numerical findings were used to define a critical length from which the plates behave as monolithic, independently of the stiffness of the interlayer. |
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AbstractList | The results of an experimental and numerical investigation on the mechanical response of undamaged and damaged 2-ply Laminated Glass (LG) plates with different interlayers are presented in the paper. Three different interlayers, polyvinyl butyral (PVB), SentryGlas (SG) and Saflex DG41 (DG41) characterized by different rheological properties and fully tempered glass plates were considered. Simply supported plates under out of plane loads were tested in three different configurations: configuration 0, undamaged; configuration I, partially damaged, with a broken ply below (bottom ply) and configuration II, partially damaged, with a broken ply above (top ply). In the three configurations the top ply is always subjected to compression while the bottom one is in tension. The main aspects and the different response of each configuration were discussed and compared. Experimental results highlighted the influence of the interlayer properties on both the pre- and post-breakage behavior. Moreover, numerical models were developed to reproduce the experimental results. For the post-breakage response two different strategies were developed: a) the equivalent temperature variation and b) elastic-brittle constitutive law. Differences and advantages associated with both solutions are discussed. Finally, extensive parametric numerical analyses are proposed to underline the influence on the mechanical response of different parameters: i) plate geometry (size effect); ii) interlayer thickness; iii) glass thickness; iv) additional glass ply (3-ply LG plate). It is underlined that the size effect plays an important role on the mechanical response of LG plates and it should be always considered in the design. The numerical findings were used to define a critical length from which the plates behave as monolithic, independently of the stiffness of the interlayer. •An experimental–numerical investigation on the response of undamaged and damaged 2-ply Laminated Glass plates in three different configurations is presented.•Three different interlayers are considered, polyvinyl butyral (PVB), SentryGlas (SG) and Saflex DG41 (DG41) characterized by different rheological properties.•Three different configurations were tested: undamaged plates (configuration 0), configuration I plate with a broken ply on the bottom and configuration II plate with a broken ply on the top.•For the post-breakage behavior, two different numerical strategies are discussed: a) the equivalent temperature variation and b) elastic-fragile constitutive law.•Parametric numerical analyses are proposed by changing: i) plate geometry (size effect); ii) interlayer thickness; iii) glass thickness; iv) additional glass ply (3-ply LG plate).•Definition of the critical length: from the critical length the plate behaves as monolithic, independently of the stiffness of the interlayer. The results of an experimental and numerical investigation on the mechanical response of undamaged and damaged 2-ply Laminated Glass (LG) plates with different interlayers are presented in the paper. Three different interlayers, polyvinyl butyral (PVB), SentryGlas (SG) and Saflex DG41 (DG41) characterized by different rheological properties and fully tempered glass plates were considered. Simply supported plates under out of plane loads were tested in three different configurations: configuration 0, undamaged; configuration I, partially damaged, with a broken ply below (bottom ply) and configuration II, partially damaged, with a broken ply above (top ply). In the three configurations the top ply is always subjected to compression while the bottom one is in tension. The main aspects and the different response of each configuration were discussed and compared. Experimental results highlighted the influence of the interlayer properties on both the pre- and post-breakage behavior. Moreover, numerical models were developed to reproduce the experimental results. For the post-breakage response two different strategies were developed: a) the equivalent temperature variation and b) elastic-brittle constitutive law. Differences and advantages associated with both solutions are discussed. Finally, extensive parametric numerical analyses are proposed to underline the influence on the mechanical response of different parameters: i) plate geometry (size effect); ii) interlayer thickness; iii) glass thickness; iv) additional glass ply (3-ply LG plate). It is underlined that the size effect plays an important role on the mechanical response of LG plates and it should be always considered in the design. The numerical findings were used to define a critical length from which the plates behave as monolithic, independently of the stiffness of the interlayer. |
ArticleNumber | 113967 |
Author | Biolzi, Luigi Simoncelli, Marco |
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Cites_doi | 10.1016/j.compositesb.2013.05.025 10.1016/j.compstruct.2016.07.052 10.1016/j.engfracmech.2019.106596 10.1016/j.engstruct.2011.12.039 10.1016/j.compstruct.2020.112221 10.1016/j.compstruct.2016.09.004 10.1016/j.compositesb.2017.05.062 10.1007/978-3-7643-8317-6 10.1007/s40940-018-0062-0 10.1007/s40940-018-00091-1 10.1520/D0638-14 10.1080/00914037208075296 10.1016/j.solener.2004.06.021 10.1016/j.matdes.2014.05.030 10.1016/j.engstruct.2019.110077 10.1016/j.conbuildmat.2019.116897 10.1016/j.compstruct.2018.03.009 10.1016/j.engstruct.2013.06.018 10.1002/stab.201290059 10.1002/stab.201120007 10.1007/s40940-019-00111-8 10.1016/0013-7944(90)90201-Q |
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Keywords | Parametric analyses Post-breakage behavior Different interlayers Laminated glass plates Numerical modelling Size effect |
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Snippet | •An experimental–numerical investigation on the response of undamaged and damaged 2-ply Laminated Glass plates in three different configurations is... The results of an experimental and numerical investigation on the mechanical response of undamaged and damaged 2-ply Laminated Glass (LG) plates with different... |
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SubjectTerms | Breakage Compression Configurations Different interlayers Glass Glass plates Interlayers Laminated glass plates Mathematical models Mechanical analysis Numerical modelling Numerical models Parametric analyses Polyvinyl acetal resins Polyvinyl butyral Post-breakage behavior Rheological properties Safety glass Size effect Size effects Stiffness Thickness |
Title | Overall response of 2-ply laminated glass plates under out-of-plane loading |
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