Discussions and Closures
Jul 15, 2013

Discussion of “Strength of Sawn Lumber and Wood Composite Dowel Connections Loaded Perpendicular to Grain. I: NDS Design Equations” by Daniel P. Hindman, David E. Finkenbinder, Joseph R. Loferski, and Philip Line

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 8
First page of PDF

Get full access to this article

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

References

Jensen, J. L. (2005). “Quasi-non-linear fracture mechanics analysis of splitting failure in moment-resisting dowel joints.” J. Wood Sci., 51(6), 583–588.
Jensen, J. L., Gustafson, P. J., and Larsen, H. J. (2003). “A tensile fracture model for joints with rods or dowels loaded perpendicular to grain.” Proc., CIB W18/36-7-9, Meeting 36, Karlsruhe Univ., Germany.
van der Put, T. A. C. M. (1990). “Tension perpendicular to the grain at notches and joints.” CIB-W18A-23-10-1, Meeting 23, Karlsruhe Univ., Germany.
van der Put, T. A. C. M. (2007). “Softening behaviour and correction of the fracture energy.” Theor. Appl. Frac. Mech., 48(2), 127–139.
van der Put, T. A. C. M. (2008a). “Derivation of the bearing strength perpendicular to the grain of locally loaded timber blocks.” Eur. J. Wood Wood Prod., 66(6), 409–417.
van der Put, T. A. C. M. (2008b). “Explanation of the embedding strength of particle wood.” Eur. J. Wood Wood Prod., 66(4), 259–265.
van der Put, T. A. C. M. (2010). “Fracture mechanics of wood and wood like reinforced polymers.” Advances in mechanics research, Vol. 1, Nova Science Publishers, Hauppauge, NY.
van der Put, T. A. C. M. (2013). “Discussion of ‘Strength of sawn lumber and wood composite dowel connections loaded perpendicular to grain. II: Fracture mechanics equations’ by Daniel P. Hindman, David E. Finkenbinder, Joseph R. Loferski, and Philip Line.” J. Mater. Civil Eng., 25(8), 1147–1150.
van der Put, T. A. C. M., and Leijten, A. J. M. (2000). “Evaluation of perpendicular to the grain failure of beams, caused by concentrated loads of joints.” Proc., CIB-W18A/33-7-7, Meeting 33, Karlsruhe Univ., Germany.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 8August 2013
Pages: 1143 - 1147

History

Received: Sep 17, 2010
Accepted: Jun 17, 2011
Published online: Jul 15, 2013
Published in print: Aug 1, 2013
Discussion open until: Dec 15, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

T. A. C. M. van der Put [email protected]
Research Professor, Faculty of Civil Engineering and Geosciences, Timber Structure and Wood Technology, TU Delft, P.O. Box 5048, NL 2600 GA Delft, Netherlands. E-mail: [email protected]

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