Numerical investigations of the laminating effect in laminated beams
(1999) In Journal of Structural Engineering 125(7). p.740-745- Abstract
- The paper presents numerical results concerning the so-called laminating effect of laminatedbeams. Using the finite-element method, it is shown that the assumption often made of a stress redistribution taking place around weak zones is not necessarily true. A fracture mechanics approach to a possible explanation for the laminating effect is also presented. Here a nonlinear fracture mechanics model is used to verify a hand-calculation formula based on linear elastic fracture mechanics. An important outcome is that, for an initially cracked laminated beam, the failure mode tends to be dominated by shear failure in the outermost lamination as the lamination thickness decreases.
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/4774231
- author
- Serrano, Erik
LU
and Larsen, Hans Jörgen LU
- organization
- publishing date
- 1999
- type
- Contribution to journal
- publication status
- published
- subject
- in
- Journal of Structural Engineering
- volume
- 125
- issue
- 7
- pages
- 740 - 745
- publisher
- American Society of Civil Engineers (ASCE)
- external identifiers
-
- scopus:0032640923
- ISSN
- 0733-9445
- DOI
- 10.1061/(ASCE)0733-9445(1999)125:7(740)
- language
- English
- LU publication?
- yes
- id
- 62ebdabd-54ea-4ad3-8a33-2c487d81c504 (old id 4774231)
- date added to LUP
- 2016-04-01 16:07:42
- date last changed
- 2023-08-18 09:20:26
@article{62ebdabd-54ea-4ad3-8a33-2c487d81c504, abstract = {{The paper presents numerical results concerning the so-called laminating effect of laminatedbeams. Using the finite-element method, it is shown that the assumption often made of a stress redistribution taking place around weak zones is not necessarily true. A fracture mechanics approach to a possible explanation for the laminating effect is also presented. Here a nonlinear fracture mechanics model is used to verify a hand-calculation formula based on linear elastic fracture mechanics. An important outcome is that, for an initially cracked laminated beam, the failure mode tends to be dominated by shear failure in the outermost lamination as the lamination thickness decreases.}}, author = {{Serrano, Erik and Larsen, Hans Jörgen}}, issn = {{0733-9445}}, language = {{eng}}, number = {{7}}, pages = {{740--745}}, publisher = {{American Society of Civil Engineers (ASCE)}}, series = {{Journal of Structural Engineering}}, title = {{Numerical investigations of the laminating effect in laminated beams}}, url = {{https://lup.lub.lu.se/search/files/154821168/TVSM3023.pdf}}, doi = {{10.1061/(ASCE)0733-9445(1999)125:7(740)}}, volume = {{125}}, year = {{1999}}, }