Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme

Christian Louter; van de Anne Graaf; Jan Rots

Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme

Christian Louter, van de Anne Graaf, Jan Rots

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

13 Citations (Scopus)

53 Downloads (Pure)

Abstract

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.

Original language	English
Title of host publication	Challenging Glass 2, Conference on Architectural and Structural Applications of Glass
Editors	Freek Bos, Pieter Christiaan Louter, Fred Veer
Publisher	Challenging Glass Conference - Proceedings - 2010
Pages	427-438
Number of pages	12
ISBN (Print)	978-90-8570-524-6
Publication status	Published - 2010

Keywords

structural glass
computational analysis
reinforced glass
brittle
saw-tooth

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LOUTER2_Challenging Glass 2010Accepted author manuscript, 1.17 MB

http://www.bk.tudelft.nl/challengingglass

Cite this

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title = "Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme",

abstract = "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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author = "Christian Louter and Graaf, {van de Anne} and Jan Rots",

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Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme. / Louter, Christian; Graaf, van de Anne; Rots, Jan.
Challenging Glass 2, Conference on Architectural and Structural Applications of Glass. ed. / Freek Bos; Pieter Christiaan Louter; Fred Veer. Challenging Glass Conference - Proceedings - 2010, 2010. p. 427-438.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

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AU - Louter, Christian

AU - Graaf, van de Anne

AU - Rots, Jan

PY - 2010

Y1 - 2010

N2 - 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.

AB - 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.

KW - structural glass

KW - computational analysis

KW - reinforced glass

KW - brittle

KW - saw-tooth

UR - http://resolver.tudelft.nl/uuid:03e6dcd3-555a-4867-9d93-989f7bf8ccd3

M3 - Conference contribution

SN - 978-90-8570-524-6

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EP - 438

BT - Challenging Glass 2, Conference on Architectural and Structural Applications of Glass

A2 - Bos, Freek

A2 - Louter, Pieter Christiaan

A2 - Veer, Fred

PB - Challenging Glass Conference - Proceedings - 2010

ER -

Modeling the Structural Response of Reinforced Glass Beams using an SLA Scheme

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Keywords

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