Mechanical Bar Splices for Accelerated Construction of Bridge Columns [Research Brief]

Tazarv, Mostafa; Wehbe, Nadim I.; Dahal, Puskar; Mountain Plains Consortium

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Mechanical Bar Splices for Accelerated Construction of Bridge Columns [Research Brief]

2019-02-01
By Tazarv, Mostafa ; Wehbe, Nadim I. ; Dahal, Puskar

[PDF-628.88 KB]

English

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Details:

Creators:

Tazarv, Mostafa ; Wehbe, Nadim I. ; Dahal, Puskar

Tazarv, Mostafa ; Wehbe, Nadim I. ; Dahal, Puskar Less -
Corporate Creators:

Mountain Plains Consortium
Corporate Contributors:

United States. Department of Transportation. Research and Innovative Technology Administration ; South Dakota State University

United States. Department of Transportation. Research and Innovative Technology Administration ; South Dakota State University Less -
Subject/TRT Terms:

[+]

Bridge Construction Columns Deformation Curve Dislocation (Geology) Ductility Earthquake Resistant Design Failure Load Tests Reinforced Concrete Bridges Reinforcing Bars Splicing Test Procedures
Publication/ Report Number:

MPC 19-372
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

Mountain Plains Consortium
Abstract:

Couplers are not allowed to be used in bridge column plastic hinges in high seismic regions. This prevents their use as a precast column connection. This ban is because of a lack of systematic test data on the coupler performance, limited experimental studies on mechanically spliced columns, and engineering precautions.
Format:

PDF
Funding:

MPC-511
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:b41996d559a392c8315d24968c626d629841652f453b61c64fa23e991050efbd
Download URL:

https://rosap.ntl.bts.gov/view/dot/42516/dot_42516_DS1.pdf
File Type:

No Additional Files

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Mechanical Bar Splices for Accelerated Construction of Bridge Columns [Research Brief]

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