Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme
This paper investigates whether a novel computational sequentially linear analysis (SLA) technique, which is especially developed for modeling brittle material response, is applicable for modeling the structural response of metal reinforced glass beams. To do so, computational SLA results are compa...
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Challenging Glass Conference
2010
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oai:doaj.org-article:45547ee0402547c78f238efa32f29c922021-12-04T05:12:54ZModeling the Structural Response of Reinforced Glass Beams using an SLA Scheme10.7480/cgc.2.23402589-8019https://doaj.org/article/45547ee0402547c78f238efa32f29c922010-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/30https://doaj.org/toc/2589-8019 This paper investigates whether a novel computational sequentially linear analysis (SLA) technique, which is especially developed for modeling brittle material response, is applicable for modeling the structural response of metal reinforced glass beams. To do so, computational SLA results are compared with experimental results of four-point bending tests. The results show similarities in loaddisplacement curves and to some extent also in cracking behaviour. Overall, it is concluded that the SLA scheme is a very promising technique to model the structural response of reinforced glass beams, which will be even further improved in future research. C. LouterA. van de GraafJ. RotsChallenging Glass Conferencearticlecomputational analysisreinforced glassbrittlesaw-toothClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 2, Iss 1 (2010) |
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DOAJ |
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computational analysis reinforced glass brittle saw-tooth Clay industries. Ceramics. Glass TP785-869 |
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computational analysis reinforced glass brittle saw-tooth Clay industries. Ceramics. Glass TP785-869 C. Louter A. van de Graaf J. Rots Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme |
description |
This paper investigates whether a novel computational sequentially linear analysis (SLA) technique, which is especially developed for modeling brittle material response, is applicable for modeling the structural response of metal reinforced glass beams. To do so, computational SLA results are compared with experimental results of four-point bending tests. The results show similarities in loaddisplacement curves and to some extent also in cracking behaviour. Overall, it is concluded that the SLA scheme is a very promising technique to model the structural response of reinforced glass beams, which will be even further improved in future research.
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format |
article |
author |
C. Louter A. van de Graaf J. Rots |
author_facet |
C. Louter A. van de Graaf J. Rots |
author_sort |
C. Louter |
title |
Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme |
title_short |
Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme |
title_full |
Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme |
title_fullStr |
Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme |
title_full_unstemmed |
Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme |
title_sort |
modeling the structural response of reinforced glass beams using an sla scheme |
publisher |
Challenging Glass Conference |
publishDate |
2010 |
url |
https://doaj.org/article/45547ee0402547c78f238efa32f29c92 |
work_keys_str_mv |
AT clouter modelingthestructuralresponseofreinforcedglassbeamsusinganslascheme AT avandegraaf modelingthestructuralresponseofreinforcedglassbeamsusinganslascheme AT jrots modelingthestructuralresponseofreinforcedglassbeamsusinganslascheme |
_version_ |
1718372849667801088 |