2022
DOI: 10.47982/cgc.8.401
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Pre- and Post-Failure Experimental Bending Analysis of Glass Elements Coated by Aged Anti-Shatter Safety Films

Abstract: The main goal of Anti-Shatter Films (ASFs) applications for structural glass is to create a barrier able to keep together fragments and minimize risk after any impulsive or static load that could lead glass to cracking. The influence of ASF properties on the flexural strength of coated glass elements is thus a relevant topic for safe design purposes, but still little investigated. To this aim, an experimental material investigation is presented in this paper, in order to achieve a good knowledge of common ASFs… Show more

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Cited by 3 publications
(7 citation statements)
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“…Assuming that the bonding film has minimum bending stiffness (with 0.35 mm its thickness [18][19][20], M f = 0.3969 g ≈ 0 and E f = 8.1 MPa), f 1 in Equation ( 1) mostly depends on the Young's modulus E = 70 GPa of glass, on the second moment of area J of the uncracked B × t glass section, and on the corresponding bending stiffness EJ. To note that the analytical results from Equation (1) represent an ideal upper limit for the tested cantilever samples, which in real constructions may be generally affected by the possible support flexibility (if any) or degradation (if any), delamination (in case of laminated sections), glass fracture (as in the present analysis), etc., with major effects on the final dynamic performances [22,38].…”
Section: Methodology and Backgroundmentioning
confidence: 99%
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“…Assuming that the bonding film has minimum bending stiffness (with 0.35 mm its thickness [18][19][20], M f = 0.3969 g ≈ 0 and E f = 8.1 MPa), f 1 in Equation ( 1) mostly depends on the Young's modulus E = 70 GPa of glass, on the second moment of area J of the uncracked B × t glass section, and on the corresponding bending stiffness EJ. To note that the analytical results from Equation (1) represent an ideal upper limit for the tested cantilever samples, which in real constructions may be generally affected by the possible support flexibility (if any) or degradation (if any), delamination (in case of laminated sections), glass fracture (as in the present analysis), etc., with major effects on the final dynamic performances [22,38].…”
Section: Methodology and Backgroundmentioning
confidence: 99%
“…In terms of structural safety, anti-shatter films can support the post-fracture stage, as they can prevent the spread of critical shards from cracked monolithic glass components (Figure 1 and study by Figuli et al [15]). Given that these films are typically used for post-fracture hazard minimization, but are characterized by the small thickness, very limited bending stiffness, and uncertain adhesion properties, an open question is represented by the quantification of their mechanical potential in keeping glass fragments together, especially under aging or unfavorable conditions [18][19][20]. Among others, debonding and fall-out of glass shards [21,22] would in fact result in major consequences for glass section, and thus for the customers.…”
Section: Introductionmentioning
confidence: 99%
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“…Further information on the characteristics of ASFs for blast protection can be found in [7,8]. It should be noted that the durability of ASFs has not yet been conclusively assessed [9]. Often a warranty of about 10 years is given.…”
Section: Anti-shatter Films (Asf)mentioning
confidence: 99%