Flexural behavior of hybrid concrete beams reinforced with ultra-high performance concrete bars-Reference-Cited by-同舟云学术

Flexural behavior of hybrid concrete beams reinforced with ultra-high performance concrete bars

Published:2013-12 Issue: Volume:49 Page:128-133
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Azad Abul K.,Hakeem Ibrahim Y.

Funder

King Fahd University of Petroleum and Minerals

Department of Civil and Environmental Engineering

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Graybeal BA. Characterization of the behavior of ultra-high performance concrete. PhD Dis, Faculty of the Graduate School, Univ Maryland; 2005.

2. Yanni VY. Multi-scale investigation of tensile creep of ultra-high performance concrete for bridge applications. PhD Dis, Georgia Institute of Technology; 2009.

3. Flietstra JC. Creep and shrinkage behavior of ultra high performance concrete under compressive loading with varying curing regimes. MS Thesis, Michigan Tech Univ; 2011.

4. Hakeem IY. Characterization of an ultra-high performance concrete. MS thesis, Dept of Civil Eng, King Fahd Univ Pet & Minls, Saudi Arabia; 2011.

5. Ebadollah HG. Fracture toughness of ultra high performance concrete. MS thesis. New Mexico: Univ New Mexico; 2011.

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