TECHNICAL PAPERS
Oct 1, 1995
Finite-Element Model for Thin-Walled Space Frame Flexible Connection Behavior
Authors: Hong Chen and George E. BlandfordAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 121, Issue 10
Abstract
A finite-element formulation for modeling flexible connection behavior in space frames composed of thin-walled members is presented. The finite-element model is based on a distributed linear spring representation over the physical contact area of the connection that is capable of representing translational, rotational, and warping deformations of the connection. Second-order geometric and nonlinear moment-rotation response of the connection is considered. An updated Lagrangian formulation is used to model second-order geometric nonlinear effects. A Ramberg-Osgood representation is used to model the nonlinear moment-rotation connection behavior. Details for transforming the resulting stiffness equations for connection-to-member eccentricities are included. Results for a cubic, portal space frame composed of I-section and C-section members are presented to demonstrate the versatility of the developed element.
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Reference
1.
Beaulieu, D., and Picard, A. (1988). “Finite element modeling of connections.”Connections in steel structures: behavior, strength and design, Elsevier Applied Science, New York, 96–103.
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Copyright © 1995 American Society of Civil Engineers.
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Published online: Oct 1, 1995
Published in print: Oct 1995
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Hong Chen
Product Engr., Steelox Systems, Inc., 5412 Courseview Dr., P.O. Box 8181, Mason, OH 45040.
George E. Blandford
Prof., Dept. of Civ. Engrg., 161 Civ. Engrg./Transp. Bldg., Univ. of Kentucky, Lexington, KY 40506-0281.
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