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Civil Engineering Faculty Publications

LRFD

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Full-Text Articles in Civil Engineering

Structural Behavior And Design Of Barrier-Overhang Connection In Concrete Bridge Superstructures Using Aashto Lrfd Method, Byungik Chang, Kamal Mirtalaei, Seungyeol Lee, Kenneth Leitch Jan 2012

Structural Behavior And Design Of Barrier-Overhang Connection In Concrete Bridge Superstructures Using Aashto Lrfd Method, Byungik Chang, Kamal Mirtalaei, Seungyeol Lee, Kenneth Leitch

Civil Engineering Faculty Publications

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 …


Optimization Of Post-Tensioned Box Girder Bridges With Special Reference To Use Of High-Strength Concrete Using Aashto Lrfd Method, Byungik Chang, Kamal Mirtalaei, Seungyeol Lee, Kenneth Leitch Jan 2012

Optimization Of Post-Tensioned Box Girder Bridges With Special Reference To Use Of High-Strength Concrete Using Aashto Lrfd Method, Byungik Chang, Kamal Mirtalaei, Seungyeol Lee, Kenneth Leitch

Civil Engineering Faculty Publications

With the Federal Highway Administration-mandated implementation of the LRFD specifications, many state departments of transportation (DOTs) have already started implementing LRFD specifications as developed by the AASHTO. Many aspects of the LRFD specifications are being investigated by DOTs and researchers in order for seamless implementation for design and analysis purposes. This paper presents the investigation on several design aspects of post-tensioned box girder bridges designed by LRFD Specifications using conventional or High-Strength Concrete (HSC). A computer spreadsheet application was specifically developed for this investigation. It is capable of analysis, design, and cost evaluation of the superstructure for a cast-in-place post-tensioned …