Comparative structural behavior of bridge deck panels with polymer concrete and UHPC transverse field joints

Author:

Abokifa Mohamed,Moustafa Mohamed A.,Itani Ahmad M.

Funder

Florida International University

U.S. Department of Transportation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. Behavior of Field-Cast Ultra-High Performance Concrete Bridge Deck Connections Under Cyclic and Static Structural Loading; Report No. FHWA-HRT-11-023; Federal Highway Administration, McLean;Graybeal;VA,2010

2. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction;Hartwell;Graduate Theses and Dissertations.,2011

3. A study on the flexural behavior of lap-spliced cast-in-place joints under static loading in ultra-high performance concrete bridge deck slabs;Hwang;Can J Civ Eng,2014

4. UHPC connection of precast bridge deck;Vitek,2016

5. Fatigue evaluation of transverse U-bar joint details for accelerated bridge construction;Zhu;J Bridge Eng,2012

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