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...
Guardado en:
| Autores principales: | , , |
|---|---|
| Formato: | article |
| Lenguaje: | EN |
| Publicado: |
Challenging Glass Conference
2010
|
| Materias: | |
| Acceso en línea: | https://doaj.org/article/45547ee0402547c78f238efa32f29c92 |
| Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
| Sumario: | 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.
|
|---|