TECHNICAL PAPERS
Jul 1, 1999

Numerical Investigations of the Laminating Effect in Laminated Beams

Publication: Journal of Structural Engineering
Volume 125, Issue 7

Abstract

The paper presents numerical results concerning the so-called laminating effect of laminated beams. 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.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Falk, R. H., and Colling, F. (1995). “Laminating effects in glued-laminated timber beams.”J. Struct. Engrg., ASCE, 121(12), 1857–1863.
2.
Falk, R. H., Solli, K. H., and Aasheim, E. (1992). “The performance of glued laminated beams manufactured from machine stress graded Norwegian spruce.” Rep. No. 77, Norwegian Institute of Wood Technology, Oslo, Norway.
3.
Foschi, R. O., and Barrett, J. D. (1980). “Glued-laminated beam strength: A model.”J. Struct. Div., ASCE, 106(8), 1735–1754.
4.
Gustafsson, P. J., and Enquist, B. (1988). “Träbalks håallfasthet vid rätvinklig urtagning [Strength of wood beams with a sharp notch].” Rep. TVSM-7042, Div. of Struct. Mech., Lund Institute of Technology, Lund, Sweden (in Swedish).
5.
Kollmann, F. F. P., and Côté, W. A. (1968). Principles of wood science and technology, Vol. 1, Springer, New York, Berlin, Germany.
6.
Larsen, H. J. (1982). “Strength of glued laminated beams. Part 5.” Rep. No. 8201, Inst. of Build. Technol. and Struct. Engrg., Aalborg University, Aalborg, Denmark.
7.
Petersson, H. (1994). “Fracture design criteria for wood in tension and shear.” Proc., Pacific Timber Engrg. Conf., Vol. 2, Timber Research and Development Advisory Council, Queensland, Australia, 232–239.
8.
Serrano, E. (1997). “Finger-joints for laminated beams. Experimental and numerical studies of mechanical behaviour.” Rep. TVSM-3021, Div. of Struct. Mech., Lund University, Lund, Sweden.
9.
Wernersson, H. (1994). “Fracture characterization of wood adhesive joints.” Rep. TVSM-1006, PhD thesis, Div. of Struct. Mech., Lund University, Lund, Sweden.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 125Issue 7July 1999
Pages: 740 - 745

History

Received: May 13, 1998
Published online: Jul 1, 1999
Published in print: Jul 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Div. of Struct. Mech., Lund Univ., P.O. Box 118, SE-221 00, Lund, Sweden.
Adjunct Prof., Div. of Struct. Mech., Lund Univ., P.O. Box 118, SE-221 00, Lund, Sweden.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share