Discussions and Closures
Sep 27, 2018

Discussion of “Experimental Evaluation of Single-Bolted Lap Joints at Elevated Temperatures” by Erica C. Fischer, Amit H. Varma, and Qiaqia Zhu

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Publication: Journal of Structural Engineering
Volume 144, Issue 12

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References

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AISC. 2016b. Specification for structural steel buildings. ANSI/AISC 360. Chicago: AISC.
Chung, K. F., and K. H. Ip. 2000. “Finite element modelling of bolted connections between cold-formed steel strips and hot-rolled steel plates under static shear loading.” Eng. Struct. 22 (10): 1271–1284. https://doi.org/10.1016/S0141-0296(99)00082-6.
Fang, C., A. C. C. Lam, M. C. H. Yam, and S. K. Seak. 2013. “Block shear strength of coped beams with single-sided bolted connection.” J. Const. Steel Res. 86: 153–166. https://doi.org/10.1016/j.jcsr.2013.03.019.
Kim, H. J., and J. A. Yura. 1999. “The effect of ultimate-to-yield ratio on the bearing strength of bolted connections.” J. Constr. Steel Res. 49 (3): 255–269. https://doi.org/10.1016/S0143-974X(98)00220-X.
Puthli, R., and O. Fleischer. 2001. “Investigations on bolted connections for high strength steel members.” J. Constr. Steel Res. 57 (3): 313–326. https://doi.org/10.1016/S0143-974X(00)00017-1.
Rex, C. O., and W. S. Easterling. 2003. “Behavior and modelling of a bolt bearing on a single plate.” J. Struct. Eng. 129 (6): 792–800. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:6(792).
Teh, L. H., and G. G. Deierlein. 2017. “Effective shear plane model for tearout and block shear failure of bolted connections.” Eng. J. 54 (3): 181–194.
Teh, L. H., and M. E. Uz. 2015. “Ultimate shear-out capacity of structural steel bolted connections.” J. Struct. Eng. 141 (6): 04014152. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001105.
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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 12December 2018

History

Received: Nov 13, 2017
Accepted: Feb 8, 2018
Published online: Sep 27, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 27, 2019

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Authors

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Lip H. Teh, M.ASCE [email protected]
Associate Professor, School of Civil, Mining, and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2500, Australia (corresponding author). Email: [email protected]
Gregory G. Deierlein, F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-3037.

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