Evaluation of the flexural behavior of composite beam with inverted-T steel girder and steel fiber reinforced ultra high performance concrete slab

Author:

Yoo Sung-Won,Choo Jinkyo F.

Funder

Ministry of Land, Infrastructure and Transport

Korea Agency for Infrastructure Technology Advancement

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Russell HG, Graybeal BA. Ultra-high performance concrete: a state-of-the-art report for the bridge community. US Department of Transportation. Federal Highway Administration. Publication No. FHWA-HRT-13-060; June 2013.

2. John H, George S. The implementation of full depth UHPC waffle bridge deck panels. In: Federal highway administration highways for LIFE technology partnerships program; 2010.

3. Innovative bridge deck system using high-performance fiber-reinforced cement composites;Naaman;ACI Struct J,2004

4. Flexural strength of large-scale ultra high performance concrete prestressed T-beams;Yang;Can J Civ Eng,2011

5. Flexural behavior of an ultra high-performance concrete I-girder;Graybeal;J Bridge Eng,2008

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