High Performance High Strength Lightweight Concrete For Bridge Girders And Decks


High Performance High Strength Lightweight Concrete For Bridge Girders And Decks
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High Performance High Strength Lightweight Concrete For Bridge Girders And Decks


High Performance High Strength Lightweight Concrete For Bridge Girders And Decks
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Author : Thomas E. Cousins
language : en
Publisher: Transportation Research Board
Release Date : 2013

High Performance High Strength Lightweight Concrete For Bridge Girders And Decks written by Thomas E. Cousins and has been published by Transportation Research Board this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013 with Architecture categories.


"TRB's National Cooperative Highway Research Program (NCHRP) Report 733: High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks presents proposed changes to the American Association of State Highway and Transportation Officials' Load and Resistance Factor Design (LRFD) bridge design and construction specifications to address the use of lightweight concrete in bridge girders and decks. The proposed specifications are designed to help highway agencies evaluate between comparable designs of lightweight and normal weight concrete bridge elements so that an agency's ultimate selection will yield the greatest economic benefit. The attachments contained in the research agency's final report provide elaborations and detail on several aspects of the research. Attachments A and B provide proposed changes to AASHTO LRFD bridge design and bridge construction specifications, respectively; these are included in the print and PDF version of the report. Attachments C through R are available for download below. Attachments C, D, and E contain a detailed literature review, survey results, and a literature summary and the approved work plan, respectively. Attachment C; Attachment D ; Attachment E; Attachments F through M provide details of the experimental program that were not able to be included in the body of this report. Attachment F; Attachment G; Attachment H; Attachment I; Attachment J; Attachment K; Attachment L; Attachment M. Attachments N through Q present design examples of bridges containing lightweight concrete and details of the parametric study. Attachment N; Attachment O; Attachment P; Attachment Q. Attachment R is a detailed reference list."--Publication information.



High Performance High Strength Lightweight Concrete For Bridge Girders And Decks


High Performance High Strength Lightweight Concrete For Bridge Girders And Decks
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Author : Thomas E. Cousins
language : en
Publisher: Transportation Research Board National Research
Release Date : 2013

High Performance High Strength Lightweight Concrete For Bridge Girders And Decks written by Thomas E. Cousins and has been published by Transportation Research Board National Research this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013 with Architecture categories.


"TRB's National Cooperative Highway Research Program (NCHRP) Report 733: High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks presents proposed changes to the American Association of State Highway and Transportation Officials' Load and Resistance Factor Design (LRFD) bridge design and construction specifications to address the use of lightweight concrete in bridge girders and decks. The proposed specifications are designed to help highway agencies evaluate between comparable designs of lightweight and normal weight concrete bridge elements so that an agency's ultimate selection will yield the greatest economic benefit. The attachments contained in the research agency's final report provide elaborations and detail on several aspects of the research. Attachments A and B provide proposed changes to AASHTO LRFD bridge design and bridge construction specifications, respectively; these are included in the print and PDF version of the report. Attachments C through R are available for download below. Attachments C, D, and E contain a detailed literature review, survey results, and a literature summary and the approved work plan, respectively. Attachment C; Attachment D ; Attachment E; Attachments F through M provide details of the experimental program that were not able to be included in the body of this report. Attachment F; Attachment G; Attachment H; Attachment I; Attachment J; Attachment K; Attachment L; Attachment M. Attachments N through Q present design examples of bridges containing lightweight concrete and details of the parametric study. Attachment N; Attachment O; Attachment P; Attachment Q. Attachment R is a detailed reference list."--Publication information.



Multi Span Large Bridges


Multi Span Large Bridges
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Author : Pedro Pacheco
language : en
Publisher: CRC Press
Release Date : 2015-06-09

Multi Span Large Bridges written by Pedro Pacheco and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015-06-09 with Technology & Engineering categories.


Throughout the last decades, the increasing development of the urban metropolis and the need to establish fundamental infrastructure networks, promoted the development of important projects worldwide and several Multi-Span Large Bridges have been erected. Certainly, many more will be erected in the next decades. This international context undoubted



Prestress Losses In Pretensioned High Strength Concrete Bridge Girders


Prestress Losses In Pretensioned High Strength Concrete Bridge Girders
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Author : Maher K. Tadros
language : en
Publisher: Transportation Research Board
Release Date : 2003

Prestress Losses In Pretensioned High Strength Concrete Bridge Girders written by Maher K. Tadros and has been published by Transportation Research Board this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with Technology & Engineering categories.


"The HCM includes three printed volumes (Volumes 1-3) that can be purchased from the Transportation Research Board in print and electronic formats. Volume 4 is a free online resource that supports the rest of the manual. It includes: Supplemental chapters 25-38, providing additional details of the methodologies described in the Volume 1-3 chapters, example problems, and other resources; A technical reference library providing access to a significant portion of the research supporting HCM methods; Two applications guides demonstrating how the HCM can be applied to planning-level analysis and a variety of traffic operations applications; Interpretations, updates, and errata for the HCM (as they are developed);A discussion forum allowing HCM users to ask questions and collaborate on HCM-related matters; and Notifications of chapter updates, active discussions, and more via an optional e-mail notification feature."--Publisher.



Seventh International Symposium On Utilization Of High Strength High Performance Concrete


Seventh International Symposium On Utilization Of High Strength High Performance Concrete
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Author : H. G. Russell
language : en
Publisher:
Release Date : 2005

Seventh International Symposium On Utilization Of High Strength High Performance Concrete written by H. G. Russell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2005 with Concrete construction categories.




Concrete Bridge Engineering


Concrete Bridge Engineering
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Author : R J Cope
language : en
Publisher: CRC Press
Release Date : 1987-12-07

Concrete Bridge Engineering written by R J Cope and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 1987-12-07 with Architecture categories.


Nine chapters by a group of authors run from site investigation to assessment, repair, thermal response, structural types, and joints and substructures.



Extending Span Ranges Of Precast Prestressed Concrete Girders


Extending Span Ranges Of Precast Prestressed Concrete Girders
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Author : Reid Wilson Castrodale
language : en
Publisher: Transportation Research Board
Release Date : 2004

Extending Span Ranges Of Precast Prestressed Concrete Girders written by Reid Wilson Castrodale and has been published by Transportation Research Board this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with Concrete bridges categories.


At head of title: National Cooperative Highway Research Program.



High Performance Concrete


High Performance Concrete
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Author :
language : en
Publisher:
Release Date : 2005

High Performance Concrete written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2005 with Concrete bridges categories.




High Performance Eco Efficient Concrete


High Performance Eco Efficient Concrete
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Author : Carlos Thomas
language : en
Publisher: MDPI
Release Date : 2021-05-26

High Performance Eco Efficient Concrete written by Carlos Thomas and has been published by MDPI this book supported file pdf, txt, epub, kindle and other format this book has been release on 2021-05-26 with Technology & Engineering categories.


This book is dedicated to “High-Performance Eco-Efficient Concrete” and concrete fatigue behavior, more sustainable construction materials, capable of complying with quality standards and current innovation policies, aimed at saving natural resources and reducing global pollution. The development of self-compacting concretes with electric arc furnace slags is a further achievement. In addition, the technical and economic viability of using coarse recycled aggregates from crushed concrete in shotcrete, enhanced quality and reduced on-site construction time are the basic features of prefabricated bridge elements and systems, biomass bottom ash as aluminosilicate precursor and phosphogypsum were discussed. On the other hand, basalt fiber improving the mechanical properties and durability of reactive powder concrete, alkali-activated slag and high-volume fly ash and the potential of phosphogypsum as secondary raw material in construction industry, the effects of fly ash on the diffusion, bonding, and microproperties of chloride penetration in concrete were studied. Increasing amounts of sustainable concretes are being used as society becomes more aware of the environment. Finally, the circular economy as an economic model of production and consumption that involves reusing, repairing, refurbishing, and recycling materials after their service life are presented in this book.



High Performance Concrete Bridge Decks A Fast Track Implementation Study Volume 2 Materials


High Performance Concrete Bridge Decks A Fast Track Implementation Study Volume 2 Materials
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Author : Mateusz Radlinski
language : en
Publisher: Purdue University Press
Release Date : 2008-11-01

High Performance Concrete Bridge Decks A Fast Track Implementation Study Volume 2 Materials written by Mateusz Radlinski and has been published by Purdue University Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008-11-01 with Transportation categories.


The purpose of this research was to examine the applicability of ternary binder systems containing ordinary portland cement (OPC), class C fly ash (FA) and silica fume (SF) for bridge deck concrete. This was accomplished in two parts, the laboratory part and a field application part. During the laboratory studies, four ternary mixtures, each containing either 20% or 30% FA and either 5% or 7% SF were subjected to four different curing regimes (air drying, 7 days curing compound application and 3 or 7 days wet burlap curing). In general, all four ternary mixtures exhibited very good water and chloride solution transport-controlling properties (resistance to chloride-ion penetration, chloride diffusivity and rate of water absorption). However, it was concluded that in order to ensure adequate strength, good freezing and thawing resistance, satisfactory resistance to salt scaling, and adequate shrinkage cracking resistance the FA content should not exceed 20%, SF content should not exceed 5% (by total mass of binder) and paste content should be kept below 24% by volume of concrete. Further, wet burlap curing for a minimum of 3 days was required to achieve satisfactory performance and to obtain a reliable assessment of in-situ compressive strength (up to 28 days) using maturity method. The second part of this research examined the performance of ternary concrete containing 20% FA and 5% SF in the pilot HPC bridge deck constructed in northern Indiana. Using maturity method developed for the purpose of this study, it was determined that the unexpectedly high RCP values of concrete placed late in the construction season were mostly attributed to low ambient temperature. Additional applications of the developed maturity method were also demonstrated. These include assessment of risk of scaling and reduction in time to corrosion initiation as a function of construction date, as well as estimation of long-term RCP values of concrete subjected to accelerated curing.