Efficient Prestressed Concrete-Steel Composite Girder for Medium-Span Bridges. II: Finite-Element Analysis and Experimental Investigation-Reference-Cited by-同舟云学术

Efficient Prestressed Concrete-Steel Composite Girder for Medium-Span Bridges. II: Finite-Element Analysis and Experimental Investigation

Published:2013-12 Issue:12 Volume:18 Page:1358-1372
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Deng Yaohua¹,Morcous George²

Affiliation:

1. Postdoctoral Research Associate, Bridge Engineering Center, Institute for Transportation, Iowa State Univ., Ames, IA 50010 (corresponding author).

2. Associate Professor, Durham School of Architectural Engineering and Construction, Peter Kiewit Institute, Univ. of Nebraska–Lincoln, Omaha, NE 68182.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000479

Reference13 articles.

1. AASHTO. (2007). AASHTO LRFD bridge design specifications 4th Ed. with 2008 interim revisions Washington DC.

2. American Concrete Institute (ACI) Committee 318. (2011). “Building Code Requirements for Structural Concrete” and “Commentary ” ACI 318-11 and ACI 318R-11 Farmington Hills MI.

3. ANSYS . (2009). Release 11.0 documentation for ANSYS . Canonsburg PA ANSYS University Advanced.

4. Transfer Control of Prestressing Strands

5. Carroll J. C. (2009). “Grade 300 prestressing strand and the effect of vertical casting position.” Ph.D. thesis Virginia Tech Blacksburg VA.

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