Author: William Leo Gamble
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 34
Book Description
Work accomplished over the 14.5 year life of this project is summarized, and the reports published as part of the study are referenced. Implementation of the results of the study has already been accomplished in two areas. The current loss-of-prestress provisions in the AASHTO Bridge Specification are based on recommendations prepared as part of the work of this project. Illinois DOT has stopped using span diaphragms in prestressed concrete highway bridges as a result of recommendations based on another phase of the study. The work be divided into three relatively separate phases. The first phase was the installation of deformation measuring instrumentation in three in-service bridges, the gathering of data, and the development of analysis procedures that enabled the data to be interpreted. The second phase involved the construction of relatively small scale prestressed bridge components, and their use to provide data to help confirm some information developed in the field study. The models were later tested to failure, and additional information about overload behavior was gained. The third phase was a study of the effects of span diaphragms on moment distributions in bridges, and it was concluded that these members were cost-ineffective and that their use should be discontinued.
Field Investigation of Prestressed Reinforced Concrete Highway Bridges
Author: William Leo Gamble
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 34
Book Description
Work accomplished over the 14.5 year life of this project is summarized, and the reports published as part of the study are referenced. Implementation of the results of the study has already been accomplished in two areas. The current loss-of-prestress provisions in the AASHTO Bridge Specification are based on recommendations prepared as part of the work of this project. Illinois DOT has stopped using span diaphragms in prestressed concrete highway bridges as a result of recommendations based on another phase of the study. The work be divided into three relatively separate phases. The first phase was the installation of deformation measuring instrumentation in three in-service bridges, the gathering of data, and the development of analysis procedures that enabled the data to be interpreted. The second phase involved the construction of relatively small scale prestressed bridge components, and their use to provide data to help confirm some information developed in the field study. The models were later tested to failure, and additional information about overload behavior was gained. The third phase was a study of the effects of span diaphragms on moment distributions in bridges, and it was concluded that these members were cost-ineffective and that their use should be discontinued.
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 34
Book Description
Work accomplished over the 14.5 year life of this project is summarized, and the reports published as part of the study are referenced. Implementation of the results of the study has already been accomplished in two areas. The current loss-of-prestress provisions in the AASHTO Bridge Specification are based on recommendations prepared as part of the work of this project. Illinois DOT has stopped using span diaphragms in prestressed concrete highway bridges as a result of recommendations based on another phase of the study. The work be divided into three relatively separate phases. The first phase was the installation of deformation measuring instrumentation in three in-service bridges, the gathering of data, and the development of analysis procedures that enabled the data to be interpreted. The second phase involved the construction of relatively small scale prestressed bridge components, and their use to provide data to help confirm some information developed in the field study. The models were later tested to failure, and additional information about overload behavior was gained. The third phase was a study of the effects of span diaphragms on moment distributions in bridges, and it was concluded that these members were cost-ineffective and that their use should be discontinued.
Field Investigation of Prestressed Reinforced Concrete Highway Bridges
Author: Robert James Reynolds
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 158
Book Description
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 158
Book Description
Field Investigation of Prestressed Reinforced Concrete Highway Bridges
Author: D. W. Goodpasture
Publisher:
ISBN:
Category : Bridges, Concrete
Languages : en
Pages : 205
Book Description
Publisher:
ISBN:
Category : Bridges, Concrete
Languages : en
Pages : 205
Book Description
Final Summary Report
Investigation of Prestressed Concrete for Highway Bridges
Author: Narbey Khachaturian
Publisher:
ISBN:
Category : Prestressed concrete
Languages : en
Pages : 74
Book Description
Publisher:
ISBN:
Category : Prestressed concrete
Languages : en
Pages : 74
Book Description
Field Investigation of a Continuous Composite Prestressed I-beam Highway Bridge Located in Jeffeson County, Illinois
Author: William Leo Gamble
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 274
Book Description
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 274
Book Description
Investigation of Prestressed Reinforced Concrete for Highway Bridges
Progress Report of the Investigation of Prestressed Concrete for Highway Bridges
Author: University of Illinois Engineering Experiment Station
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 622
Book Description
Publisher:
ISBN:
Category : Concrete bridges
Languages : en
Pages : 622
Book Description
Investigation of Prestressed Concrete for Highway Bridges, Part I, Strength in Shear of Beams Without Web Reinforcement
Author: Mete Avni Sozen
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 69
Book Description
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages : 69
Book Description