Optimized Shear Stud Spacing for Precast Deck Panel Construction

Category: Ongoing Projects
Group: Decks
Subject: Shear Studs for Panels
State:
Abstract:

This project will collect data to justify modification to the American Association of State Highway and Transportation Officials Load and Resistance Factor Design Bridge Design Specifications in terms of steel composite construction. Specifically, increasing the shear stud spacing beyond 24 inches will be explored. This project will also evaluate if the existing static and fatigue design provisions are adequate. The project will static test composite beams with shear stud spacings of 24, 36, and 48 inches, as well as fatigue test 3 replicates at each of those spacings.


Key Words:

composite,construction,Infrastructure,Research studs,Fatigue,Steel bridges, Bridge construction,Superstructures


Specific ABC aspect:

Budget and Timeline


Budget (USD): 0.00
Project length: 43
Project Starting Year: 2011
Project Completion Year: 2015

Primary Sponsor


Federal Highway Administration (FHWA)
Office of Infrastructure Research and Development



Primary Performing Organization


Federal Highway Administration (FHWA)

Justin Ocel
202-493-3080
justin.ocel@dot.gov



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Under Construction