Closure to “Active Shear Planes of Bolted Connections Failing in Block Shear” by Drew D. A. Clements and Lip H. Teh
Publication: Journal of Structural Engineering
Volume 140, Issue 2
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References
Franchuk, C. R., Driver, R. G., and Grondin, G. Y. (2003). “Experimental investigation of block shear failure in coped steel beams.” Can. J. Civ. Eng., 30(5), 871–881.
Kim, H. J., and Yura, J. A. (1999). “The effect of ultimate-to-yield ratio on the bearing strength of bolted connections.” J. Construct. Steel Res., 49(3), 255–269.
Teh, L. H., and Clements, D. D. A. (2012). “Block shear capacity of bolted connections in cold-reduced steel sheets.” J. Struct. Eng., 459–467.
Teh, L. H., and Gilbert, B. P. (2012). “Net section tension capacity of bolted connections in cold-reduced steel sheets.” J. Struct. Eng., 337–344.
Teh, L. H., and Yazici, V. (2013a). “Block shear capacity of bolted connections in hot-rolled steel plates.” Proc., Connection Workshop, Task Committee 10, European Convention for Constructional Steelwork, Brussels, Belgium, 91–100.
Teh, L. H., and Yazici, V. (2013b). “Unconventional block shear failures of bolted connections in cold-reduced steel sheet.” Eng. Struct., 56(1), 567–571.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 140 • Issue 2 • February 2014
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Aug 26, 2013
Accepted: Oct 21, 2013
Published online: Dec 10, 2013
Published in print: Feb 1, 2014
Discussion open until: May 10, 2014
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Authors
Affiliations
Drew D. A. Clements
Structural Engineer, Taylor Thomson Whitting, 48 Chandos St., St Leonards, NSW 2065, Australia.
A.M.ASCE
Senior Lecturer, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2500, Australia (corresponding author). E-mail: [email protected]
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