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 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.


Editeur(s):
Bos, Freek
Louter, Pieter Christiaan
Veer, Fred
Publié dans:
Challenging Glass 2, Conference on Architectural and Structural Applications of Glass, 427-438
Présenté à:
Challenging Glass 2, TU Delft, The Netherlands, May 21-22, 2010
Année
2010
Publisher:
TU Delft, TU Delft
ISBN:
978-90-8570-524-6
Mots-clefs:
Laboratoires:




 Notice créée le 2010-09-09, modifiée le 2018-12-03

n/a:
Télécharger le documentPDF
Lien externe:
Télécharger le documentURL
Évaluer ce document:

Rate this document:
1
2
3
 
(Pas encore évalué)