Modeling Structural Performance of Ultrahigh Performance Concrete I-Girders-Reference-Cited by-同舟云学术

Modeling Structural Performance of Ultrahigh Performance Concrete I-Girders

Published:2012-09 Issue:5 Volume:17 Page:754-764
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen Linfeng¹,Graybeal Benjamin A.²

Affiliation:

1. Project Engineer, Professional Service Industries, Inc., FHWA Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101 (corresponding author).

2. Structural Concrete Research Program Manager, FHWA Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101.

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.1943-5592.0000305

Reference14 articles.

1. ABAQUS version 6.9-1 [Computer software]. Providence RI. Dassault Systèmes Simulia.

2. Association Française de Génie Civil (AFGC). (2002). “Ultra high performance fiber-reinforced concrete interim recommendations.” SETRA Reference F2011 AFGC Paris.

3. Chen L. and Graybeal B. (2010). “Finite element analysis of ultra-high performance concrete: Modeling structural performance of an AASHTO Type II girder and a 2nd generation pi-girder.” NTIS Accession No. PB2011 - 100864 Federal Highway Administration Washington DC.

4. Graybeal B. (2006a). “Material property characterization of ultra-high performance concrete.” Rep. FHWA-HRT-06-103 Federal Highway Administration Washington DC.

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