Precast concrete deck-to-girder connection using Ultra-High Performance Concrete (UHPC) shear pockets

Author:

Abo El-Khier Mostafa,Morcous George

Funder

Nebraska Department of Transportation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Precast/Prestressed Concrete Institute (PCI). State-of-the-art report on full-depth precast concrete bridge deck panels. Chicago, IL; 2011.

2. Graybeal BA. Design and construction of field-cast UHPC connections. Report No. FHWA-HRT-14-084. Washington, D.C: FHWA; 2014.

3. Aaleti, S, Honarvar, E, Sritharan, S, Rouse, J, and Wipf, T. Structural characterization of UHPC waffle bridge deck and connections. In: Trans Project Reports No. 73; 2014.

4. Haber ZB, Graybeal BA, Nakashoji B, Fay A. New, simplified deck-to-girder composite connections using UHPC. In: Proc 2017 National ABC Conf, Miami, 2017: 1–10.

5. Badie S, Morcous G, and Tadros K. Simplified full-depth precast concrete deck panel systems. NCHRP Research Report 895; 2018.

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