Pinned Connection Strength and Behavior
Publication: Journal of Structural Engineering
Volume 132, Issue 2
Abstract
Theoretical and experimental studies of pinned connections that have been published over the past are discussed. Elastic stress distribution, service load deformations, and ultimate strength behavior are examined. The findings reported in the literature are correlated and a single set of equations that define pinned connection strength and behavior are developed. The predictions of these equations are compared to the reported test data and statistics are computed that may be used for the development of resistance factors or design factors for use in design specifications. Recommendations for additional research are made.
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Acknowledgment
The analysis method for the limit state of out-of-plane buckling (dishing) is based on unpublished work by George Pincus, Ph.D., P.E. of the University of Houston.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 132 • Issue 2 • February 2006
Pages: 182 - 194
Copyright
© 2005 ASCE.
History
Received: Dec 2, 2003
Accepted: May 23, 2005
Published online: Feb 1, 2006
Published in print: Feb 2006
Notes
Note. Associate Editor: Brian Uy
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