Author: Makoto Yanaka
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 544
Book Description
Reliability-based Criteria for Corrosion in Prestressed Concrete Bridge Girders
Author: Makoto Yanaka
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 544
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 544
Book Description
Time Dependent Reliability Models for Steel Girder Bridges
THE EFFECTS OF CORROSION ON THE RELIABILITY OF CONCRETE BRIDGE GIRDERS.
Author: SHUENN-CHERN TING
Publisher:
ISBN:
Category :
Languages : en
Pages : 256
Book Description
bridge girders can also be applied to new bridges.
Publisher:
ISBN:
Category :
Languages : en
Pages : 256
Book Description
bridge girders can also be applied to new bridges.
Serviceability Criteria in Prestressed Concrete Bridge Girders
Author: Hassan Hassan El-Hor
Publisher:
ISBN:
Category :
Languages : en
Pages : 474
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 474
Book Description
Reliability Models for Corrosion of Concrete Bridges
Development of a Probability Based Load Criterion for American National Standard A58
Author: Bruce R. Ellingwood
Publisher:
ISBN:
Category : Architecture
Languages : en
Pages : 236
Book Description
Publisher:
ISBN:
Category : Architecture
Languages : en
Pages : 236
Book Description
Reliability of Corroded Steel Bridge Girders
Author: Irene A. Cordahi
Publisher:
ISBN:
Category :
Languages : en
Pages : 80
Book Description
Corrosion is one of the main causes of deterioration of bridges. Structures exposed to harsh environmental conditions are subjected to time-variant changes of their load-carrying capacity. Thus, there is a need for an evaluation to accurately assess the actual condition and predict the remaining life of a structure. System reliability can be used as an efficient tool in evaluation of existing structures. The traditional approach is based on the consideration of individual components rather than the system as a whole. However, it has been observed that the load-carrying capacity of the whole system often is much larger than what is determined by the design of components. Quantification of this difference is the scope of this study.
Publisher:
ISBN:
Category :
Languages : en
Pages : 80
Book Description
Corrosion is one of the main causes of deterioration of bridges. Structures exposed to harsh environmental conditions are subjected to time-variant changes of their load-carrying capacity. Thus, there is a need for an evaluation to accurately assess the actual condition and predict the remaining life of a structure. System reliability can be used as an efficient tool in evaluation of existing structures. The traditional approach is based on the consideration of individual components rather than the system as a whole. However, it has been observed that the load-carrying capacity of the whole system often is much larger than what is determined by the design of components. Quantification of this difference is the scope of this study.
A Bibliography on the Corrosion and Protection of Steel in Concrete
Author: E. Escalante
Publisher:
ISBN:
Category : Bridges, Concrete
Languages : en
Pages : 32
Book Description
Publisher:
ISBN:
Category : Bridges, Concrete
Languages : en
Pages : 32
Book Description
Field Evaluation of the Long Term Corrosion Protection Characteristics of Calcium Nitrite in Prestressed Concrete Bridge Girders
Author: Eric P. Steinberg
Publisher:
ISBN:
Category : Box girder bridges
Languages : en
Pages : 156
Book Description
The deterioration of reinforcement in prestressed concrete bridge structures is of enormous importance because it can lead to high costs of bridge repair and/or replacement. To reduce corrosion of reinforcement in prestressed concrete bridge girders, the Ohio DOT requires the use of the corrosion inhibitor calcium nitrite or epoxy coated reinforcement. The objective of this work was to determine the effectiveness of calcium nitrite.
Publisher:
ISBN:
Category : Box girder bridges
Languages : en
Pages : 156
Book Description
The deterioration of reinforcement in prestressed concrete bridge structures is of enormous importance because it can lead to high costs of bridge repair and/or replacement. To reduce corrosion of reinforcement in prestressed concrete bridge girders, the Ohio DOT requires the use of the corrosion inhibitor calcium nitrite or epoxy coated reinforcement. The objective of this work was to determine the effectiveness of calcium nitrite.
Evaluation and Repair Procedures for Precast/prestressed Concrete Girders with Longitudinal Cracking in the Web
Author: Maher K. Tadros
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 80
Book Description
This report establishes a user's manual for the acceptance, repair, or rejection of precast/prestressed concrete girders with longitudinal web cracking. The report also proposes revisions to the AASHTO LRFD Bridge Design Specifications and provides recommendations to develop improved crack control reinforcement details for use in new girders. The material in this report will be of immediate interest to bridge engineers.
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 80
Book Description
This report establishes a user's manual for the acceptance, repair, or rejection of precast/prestressed concrete girders with longitudinal web cracking. The report also proposes revisions to the AASHTO LRFD Bridge Design Specifications and provides recommendations to develop improved crack control reinforcement details for use in new girders. The material in this report will be of immediate interest to bridge engineers.