Discussion of “Active Shear Planes of Bolted Connections Failing in Block Shear” by Drew D. A. Clements and Lip H. Teh
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 140, Issue 2
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References
Hu, J. W. (2013). “Design and strength evaluation of critical gusset plate in the steel bridge using new LRFD methods and advanced FE analyses.” ISIJ Int., 53(8), 1452–1461.
Kim, T., and Lim, J. (2013). “Ultimate strength of single shear two-bolted connections with austenitic stainless steel.” Int. J. Steel Struct. KSSC, 13(1), 117–128.
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.
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© 2013 American Society of Civil Engineers.
History
Received: Jul 13, 2013
Accepted: Aug 12, 2013
Published online: Dec 10, 2013
Published in print: Feb 1, 2014
Discussion open until: May 10, 2014
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Professor, Dept. of Civil and Environmental Engineering, College of Urban Science, Univ. of Incheon, Incheon 406-840, Republic of Korea; and Head of Center, Incheon Disaster Prevention Research Center, Univ. of Incheon, Incheon 406-840, Republic of Korea. E-mail: [email protected]
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