Seismic CFST Column-to-Precast Cap Beam Connections for Accelerated Bridge Construction
Publication: Journal of Structural Engineering
Volume 142, Issue 9
Abstract
Concrete-filled steel tubes (CFSTs) frequently are a more efficient and economical structural solution then conventional reinforced concrete and structural steel. For the same size member, CFSTs offer increased strength and stiffness as well as accelerated construction. CFSTs may be used for bridge columns that will yield under earthquake loading, but this requires robust connections capable of sustaining large cyclic loads. To facilitate accelerated bridge construction, precast cap beams and girders are commonly used. Although CFST column-to-foundation connections have been studied, CFST column-to-precast cap beam connections have not. This is the focus of this research study. In contrast to cast-in-place (CIP) components, precast pier cap connections require additional design considerations including construction methodology and limits on geometry. To investigate this connection an integrated analytical and experimental research program was performed. Initially, continuum finite-element methods were used to conduct a parametric study; the results from that study determined the values of the study parameters and selection of the experimental specimens. Three different connection types were studied: (1) an embedded ring CFST, (2) a welded dowel, and (3) an interior reinforced concrete connection. Large-scale, pseudostatic tests were conducted. Results from the experimental investigation showed that the three connection types provide excellent deformability under reversed-cyclic loading and minimized damage in the cap beam.
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Acknowledgments
Research was sponsored by the California Department of Transportation under Agreement Number 65A0446. The views and conclusions contained in this document are those of the authors and should not be interpreted as representing official policies, either expressed or implied, of the California Department of Transportation. The authors gratefully acknowledge the financial support of the California Department of Transportation. The advice and assistance provided by Ron Bromenschenkel, Michael Cullen, and Peter Lee of the California Department of Transportation are appreciated.
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© 2016 American Society of Civil Engineers.
History
Received: Aug 17, 2015
Accepted: Jan 4, 2016
Published online: Mar 23, 2016
Discussion open until: Aug 23, 2016
Published in print: Sep 1, 2016
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