Closure to “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
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Volume 25, Issue 8
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References
American Forest and Paper Association (AF&PA). (2005). National design specification for wood construction, American Forest and Paper Association, Washington, DC.
Harrison, S. K., and Hindman, D. P. (2007). “Test Method comparison of shear modulus evalution of MSR and SCL products.” Forest Prod. J., 57(7/8), 32–38.
Hindman, D. P., Finkenbinder, D. E., Loferski, J. R., and Line, P. (2010). “Strength of sawn lumber and wood composite dowel connections loaded perpendicular to grain I: NDS design equations.” J. Mater. Civil Eng., 22(12), 1217–1225.
Janowiak, J. J., Hindman, D. P., and Manbeck, H. B. (2001). “Orthotropic properties of lumber composite materials.” Wood Fiber Sci., 33(4), 580–594.
Jeong, G. Y., and Hindman, D. P. (2008). “Comparison of elastic constants generated from plate bending and twisting tests.” Forest Prod. J., 58(9), 53–58.
Snow, M., Asiz, A., and Smith, I. (2004). “Failure behaviour of single dowel connections in engineered wood products.” Proc., Fifth Structural Specialty Conf. of the Canadian Society for Civil Engineering, Canadian Society of Civil Engineering, Saskatoon, Saskatchewan, Canada.
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.”, Univ. of Karlsruhe, Germany.
Yasumura, M. (2001). “Criteria for damage and failure of dowel-type joints subjected to force perpendicular to grain.”, Univ. of Karlsruhe, Germany.
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Published In
Journal of Materials in Civil Engineering
Volume 25 • Issue 8 • August 2013
Pages: 1151 - 1152
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
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