Structural Condition Assessment and Service Load Performance of Deteriorated Prestressed Concrete Deck Beam Bridges
Fuentes, Juan Bolivar
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https://hdl.handle.net/2142/83181
Description
Title
Structural Condition Assessment and Service Load Performance of Deteriorated Prestressed Concrete Deck Beam Bridges
Author(s)
Fuentes, Juan Bolivar
Issue Date
2002
Doctoral Committee Chair(s)
Hawkins, Neil M.
Department of Study
Civil Engineering
Discipline
Civil Engineering
Degree Granting Institution
University of Illinois at Urbana-Champaign
Degree Name
Ph.D.
Degree Level
Dissertation
Keyword(s)
Engineering, Materials Science
Language
eng
Abstract
The critical signs to be observed in existing structures that will lead the inspectors to conclude that a deck beam is being overloaded were are also studied. Several conclusions were found. Cracking of the longitudinal joint has little effect on the stiffness of the bridge if the transverse rod is snug. The presence of a snug transverse tie rod increases the strength of the longitudinal joint. After a longitudinal joint has fractured, reincorporating a snug transverse rod can significantly reestablish the stiffness of the longitudinal joint and reduce overloading of a deteriorated beam. Participation factors must be based on relative bending moments of one beam with respect to the total amount of bending moment produced by the applied load and not to the amount of total vertical displacement. The participation factors will vary along the span of the bridge deck and will depend on the longitudinal position of the load. The amount of load taken by a loaded beam of the deck is not directly related to the beam that will experience the maximum bending moment under a given load combination. (Abstract shortened by UMI.).
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