Ghent University Academic Bibliography

Advanced

Elastic strain energy and failure behaviour of glass elements

Freek Bos UGent (2010) Structures and architecture. p.244-251
abstract
In this paper it will be shown elastic strain energy release is a key parameter for the post-failure resistance of a structural glass element, as it influences both the post-failure compressive capacity through the crack pattern, and the post-failure tensile capacity, through shock loading of the tensile component at initial failure. The complex relation between elastic strain energy and other parameters will be discussed, based on experimental research on a range of beam designs subjected to 4-point bending after the application of different levels of predamage. It will be concluded the initial hypothesis has to be nuanced, most importantly with the remark that the relative importance of crack pattern density decreases with increasing stiffness of the tensile components.
Please use this url to cite or link to this publication:
author
organization
year
type
conference
publication status
published
subject
in
Structures and architecture
editor
Paulo JS Cruz
pages
244 - 251
publisher
CRC Press / Balkema
place of publication
Baton Rouge, FL, USA
conference name
1st International conference on Structures and Architecture (ICSA 2010)
conference location
Guimarães, Portugal
conference start
2010-07-21
conference end
2010-07-23
ISBN
9780415492492
language
English
UGent publication?
yes
classification
C1
copyright statement
I have transferred the copyright for this publication to the publisher
id
1126824
handle
http://hdl.handle.net/1854/LU-1126824
date created
2011-02-04 10:29:59
date last changed
2017-01-02 09:52:28
@inproceedings{1126824,
  abstract     = {In this paper it will be shown elastic strain energy release is a key parameter for the post-failure resistance of a structural glass element, as it influences both the post-failure compressive capacity through the crack pattern, and the post-failure tensile capacity, through shock loading of the tensile component at initial failure. The complex relation between elastic strain energy and other parameters will be discussed, based on experimental research on a range of beam designs subjected to 4-point bending after the application of different levels of predamage. It will be concluded the initial hypothesis has to be nuanced, most importantly with the remark that the relative importance of crack pattern density decreases with increasing stiffness of the tensile components.},
  author       = {Bos, Freek},
  booktitle    = {Structures and architecture},
  editor       = {Cruz, Paulo JS },
  isbn         = {9780415492492},
  language     = {eng},
  location     = {Guimar{\~a}es, Portugal},
  pages        = {244--251},
  publisher    = {CRC Press / Balkema},
  title        = {Elastic strain energy and failure behaviour of glass elements},
  year         = {2010},
}

Chicago
Bos, Freek. 2010. “Elastic Strain Energy and Failure Behaviour of Glass Elements.” In Structures and Architecture, ed. Paulo JS Cruz, 244–251. Baton Rouge, FL, USA: CRC Press / Balkema.
APA
Bos, F. (2010). Elastic strain energy and failure behaviour of glass elements. In P. J. Cruz (Ed.), Structures and architecture (pp. 244–251). Presented at the 1st International conference on Structures and Architecture (ICSA 2010), Baton Rouge, FL, USA: CRC Press / Balkema.
Vancouver
1.
Bos F. Elastic strain energy and failure behaviour of glass elements. In: Cruz PJ, editor. Structures and architecture. Baton Rouge, FL, USA: CRC Press / Balkema; 2010. p. 244–51.
MLA
Bos, Freek. “Elastic Strain Energy and Failure Behaviour of Glass Elements.” Structures and Architecture. Ed. Paulo JS Cruz. Baton Rouge, FL, USA: CRC Press / Balkema, 2010. 244–251. Print.