Feasibility Analysis of Using UHPC in Prestressed Bridge Girders-Reference-Cited by-同舟云学术

Feasibility Analysis of Using UHPC in Prestressed Bridge Girders

Published:2011-04-13 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2011
language:
Short-container-title:

Author:

Taylor Christopher W.,Montoya Kristin F.,Jáuregui David V.,Newtson Craig M.,Weldon Brad D.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/41171%28401%2919

Reference10 articles.

1. American Association of State Highway Transportation Officials AASHTO LRFD Bridge Design Specification Customary U.S. Units 4 th Edition Washington D.C. 2007.

2. Ahlborn T.M. Peuse E.J. Misson D.L. Ultra-High-Performance-Concrete for Michigan Bridges Material Performance-Phase I. Research Report RC-1525. Michigan Department of Transportation 2008.

3. Gowripalan N. and Gilbert R.I. Design Guidelines for UHPC Prestressed Concrete Beam. The University of New South Wales January 2000.

4. Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder

5. Graybeal B. Material Property Characterization of Ultra High Performance Concrete. FHWA-HRT-06-103 McLean VA 2006.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic behavior of steel-reinforced high-strength concrete composite beams with bonded tendons;Frontiers in Materials;2023-09-07

2. Influence of RPC grouting materials on shear behavior of wet joints in PCSBs with confining stress;Construction and Building Materials;2021-09

3. Shear performance of prestressed ultra high strength concrete encased steel beams;Construction and Building Materials;2014-02