Closure to “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 ARTICLEPublication: Journal of Materials in Civil Engineering
Volume 25, Issue 8
MT.1943-5533.0000622/asset/87576f8f-d799-4500-9546-33bb6a11d904/assets/(asce)mt.1943-5533.0000622.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
American Forest and Paper Association (AF&PA). (2005). National design specification for wood construction, American Forest and Paper Association, Washington, DC.
Jensen, J. L., Gustafsson, P. J., and Larsen, H. J. (2003). “A tensile fracture model for joints with rods or dowels loaded perpendicular to grain.” Proc., CIB-W18 Meeting 36, Paper 36-7-9, Karlsruhe Univ., Germany.
Van der Put, T. A. C. M., and Leijten, A. J. M. (2000). “Evaluation of perpendicular to grain failure of beams caused by concentrated loads at joints.” Proc., CIB-W18 Meeting 33, Paper 33-7-7, Karlsruhe Univ., Germany.
Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 25 • Issue 8 • August 2013
Pages: 1147
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Dec 19, 2011
Accepted: Jun 18, 2012
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
M.ASCE
Associate Professor, Sustainable Biomaterials, Virginia Tech, 1650 Research Center Dr., Blacksburg, VA 24061. 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.
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.