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Barrier, Joint, and Diaphragm Effects on Force Distribution in Prestressed Concrete Girder Bridges

Title: Barrier, Joint, and Diaphragm Effects on Force Distribution in Prestressed Concrete Girder Bridges.
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Name(s): Chipperfield, Jonathan Darren, author
Rambo-Roddenberry, Michelle, professor directing thesis
Jung, Sungmoon, committee member
Tawfiq, Kamal, committee member
Department of Civil and Environmental Engineering, degree granting department
Florida State University, degree granting institution
Type of Resource: text
Genre: Text
Issuance: monographic
Date Issued: 2010
Publisher: Florida State University
Place of Publication: Tallahassee, Florida
Physical Form: computer
online resource
Extent: 1 online resource
Language(s): English
Abstract/Description: The American Association of State Highway and Transportation Officials (AASHTO) determine the load effects to interior and exterior girders by the Bridge Design Specifications. The equations in both the AASHTO Standard and AASHTO Load and Resistance Factor Design (LRFD) specifications do not take into account secondary elements, such as barriers, curbs, or diaphragms. Research has shown that the AASHTO equations are conservative,and that girders could be overdesigned. With the addition of secondary elements in the equations it would be possible to reduce the distribution factors after the secondary elements have been placed. The Florida Department of Transportation (FDOT) Structures Research Lab made field strain measurements on two bridges, one a Florida Bulb-T bridge and the other an AASHTO Type IV Girder bridge. The Florida Bulb-T bridge strain measurements were taken before and after barriers were placed, and the AASHTO bridge strain measurements were only for a post-barrier condition. The purpose of this research was to create two finite element models (FEM) using ANSYS 11.0 and calibrate them to the measured test results. After the calibrated models were validated a parametric study was performed comparing the effects of secondary elements on live load distribution. Included in this parametric study are the effects of the barrier, the barrier joint, and the diaphragms, on the girders, both interior and exterior. The results of this project show the effects of secondary elements and whether they are localized or global on the longitudinal span of the bridge, as well as tell how the live load is being distributed. Also, for load testing, recommendations on placement of strain gages will be discussed.
Identifier: FSU_migr_etd-3806 (IID)
Submitted Note: A Thesis submitted to the Department of Civil and Environmental Engineering in partial fulfillment of the requirements for the degree of Master of Science.
Degree Awarded: Spring Semester, 2010.
Date of Defense: April 1, 2010.
Keywords: Load Rating, Barrier Joints, Prestressed Concrete Girder Bridge, Finite Element Modeling
Bibliography Note: Includes bibliographical references.
Advisory Committee: Michelle Rambo-Roddenberry, Professor Directing Thesis; Sungmoon Jung, Committee Member; Kamal Tawfiq, Committee Member.
Subject(s): Civil engineering
Environmental engineering
Persistent Link to This Record: http://purl.flvc.org/fsu/fd/FSU_migr_etd-3806
Owner Institution: FSU

Choose the citation style.
Chipperfield, J. D. (2010). Barrier, Joint, and Diaphragm Effects on Force Distribution in Prestressed Concrete Girder Bridges. Retrieved from http://purl.flvc.org/fsu/fd/FSU_migr_etd-3806