Chapter
Jan 18, 2013
Modeling of Double-Angle Shear Connections for the Evaluation of Structural Robustness
Authors: Judy Liu, Ph.D. [email protected], Joseph Main, Ph.D. [email protected], and Fahim Sadek, Ph.D. [email protected]Author Affiliations
Publication: Forensic Engineering 2012: Gateway to a Safer Tomorrow
Abstract
Improved structural robustness is expected for steel gravity load-resisting frames with double-angle shear connections as compared to single-plate connections, given the larger deformation capacity of the double angle. Detailed models of bolted double-angle beam-column connections have been developed for the purpose of evaluating the structural robustness, or resistance to disproportionate collapse, of steel gravity frames. The detailed models have been validated through comparison with available experimental data. Modeling of double-angle connections requires considerations not needed for single-plate connections, such as a reduced ductility in the "k-area" of the angle. Detailed models of two-bay gravity frames were analyzed under "push-down" loading to simulate a column loss scenario. Results for frames with bolted double-angle and single-plate connections show that the larger deformation capacity of the double-angle connection enables larger vertical loads to be sustained with correspondingly larger connection rotations.
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© 2013 American Society of Civil Engineers.
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Published online: Jan 18, 2013
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Associate Professor, Purdue University, 550 Stadium Mall Drive, West Lafayette, IN 47907-2051. E-mail: [email protected]
Research Structural Engineer, National Institute of Standards and Technology, 100 Bureau Drive, Stop 8611, Gaithersburg, MD 20899-8611. E-mail: [email protected]
Leader, Structures Group, National Institute of Standards and Technology, 100 Bureau Drive, Stop 8611, Gaithersburg, MD 20899-8611. E-mail: [email protected]
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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.