Author URLs
Document Type
Article
Publication Date
2012
Subject: LCSH
Concrete bridges, Load and resistance factor design, Bridges--Design and construction
Disciplines
Civil Engineering
Abstract
The U.S. Departments of Transportation adopted the AASHTO LRFD Bridge Design Specifications during the year 2007, which is mandated by AASHTO and FHWA. The application of LRFD specification initiated numerous research works in this field. This investigation addresses the LRFD and Standard design methodologies of concrete deck slab, deck overhang, barrier and combined barrier-bridge overhang. The purpose of this study is to propose a simplified manual design approach for the barrier-deck overhang in concrete bridges. For concrete deck slab overhang and barrier, application of National Cooperative Highway Research Program crash test is reviewed. The failure mechanism, design philosophy and load cases including extreme event limit states for barrier and overhang are discussed. The overhang design for the combined effect of bending moment and axial tension is probably the most important part of the design process. The overhang might be a critical design point of the deck with significantly higher amount of reinforcement. The design process becomes complicated due to combined force effect, LRFD crash test level requirement and the existence of several load combinations. Using this program, different LRFD load combinations are plotted together with the interaction diagram and the design is validated.
DOI
10.1155/2012/935329
Creative Commons License
This work is licensed under a Creative Commons Attribution 3.0 License.
Repository Citation
Chang, Byungik; Mirtalaei, Kamal; Lee, Seungyeol; and Leitch, Kenneth, "Structural Behavior and Design of Barrier-Overhang Connection in Concrete Bridge Superstructures Using AASHTO LRFD Method" (2012). Civil Engineering Faculty Publications. 6.
https://digitalcommons.newhaven.edu/civilengineering-facpubs/6
Publisher Citation
Byungik Chang, Kamal Mirtalaei, Seungyeol Lee, and Kenneth Leitch, “Structural Behavior and Design of Barrier-Overhang Connection in Concrete Bridge Superstructures Using AASHTO LRFD Method,” Advances in Civil Engineering, vol. 2012, Article ID 935329, 7 pages, 2012. doi:10.1155/2012/935329
Comments
Copyright © 2012 Byungik Chang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.