FRP Deck and Steel Girder Bridge Systems PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download FRP Deck and Steel Girder Bridge Systems PDF full book. Access full book title FRP Deck and Steel Girder Bridge Systems by Julio F. Davalos. Download full books in PDF and EPUB format.
Author: Julio F. Davalos Publisher: CRC Press ISBN: 1439877629 Category : Technology & Engineering Languages : en Pages : 340
Book Description
This book presents the analysis and design of fiber-reinforced polymer (FRP) bridge decks, which have been increasingly implemented in rehabilitation projects and new construction due to their reduced weight, lower maintenance costs, and enhanced durability. It compiles the necessary information, based primarily on research by the authors, to facilitate the development of standards and guidelines for using FRP decks in bridge designs. The book combines analytical models, numerical analyses, and experimental investigations, which can be applied to various design formulations. It also, for the first time, offers a complete set of design guidelines.
Author: Julio F. Davalos Publisher: CRC Press ISBN: 1439877629 Category : Technology & Engineering Languages : en Pages : 340
Book Description
This book presents the analysis and design of fiber-reinforced polymer (FRP) bridge decks, which have been increasingly implemented in rehabilitation projects and new construction due to their reduced weight, lower maintenance costs, and enhanced durability. It compiles the necessary information, based primarily on research by the authors, to facilitate the development of standards and guidelines for using FRP decks in bridge designs. The book combines analytical models, numerical analyses, and experimental investigations, which can be applied to various design formulations. It also, for the first time, offers a complete set of design guidelines.
Author: Timothy Russell Gurney Publisher: Bernan Press(PA) ISBN: Category : Bridges Languages : en Pages : 176
Book Description
A broadly-based research programme on orthotropic steel bridge decks, led by D.E. Nunn, was carried out between 1963 and 1987 covering traffic usage, surfacing and fatigue. Initially the work was predictive, determining the main variables and establishing the basis of a fatigue assessment methods. Following the discovery of fatigue cracks in service, methods of repair and strengthening were developed. This work has been recorded in internal reports, but much of it has not been generally available until publication of this review. Experimental results are presented and recommendations given for the fatigue classification of welded joints in orthotropic decks.
Author: Marvin Henry Hilton Publisher: ISBN: Category : Languages : en Pages : 27
Book Description
Permanent forms for bridge decks have become increasingly more attractive to the construction industry in recent years. Many highway officials however, have reservations concerning the use of permanent steel forms. These reservations are related to the effect the forms might have on the durability of the concrete decks and to the possibility of future corrosion problems. To evaluate the potential for the occurrence of each of these two possibilities, an experience survey and review of prior research were conducted. A survey of 38 states revealed that approximately half of them either disallowed or minimized the use of steel forms because of a fear of future maintenance problems related to their use. A number of disadvantages related to the use of steel forms were cited by the responding states. A composite evaluation of the state survey and the prior research however, indicated that permanent steel forms do not singularly affect the durability of concrete bridge decks. In addition, permanently formed decks generally have less transverse cracking and increased composite action between the deck and the girders. As compared to conventionally formed decks corrosion of steel forms can be a problem if moisture and salt solutions are allowed to gain access to the forms through joints or drainage features, or by other means. Data obtained from atmospheric corrosion tests indicate that galvanized steel forming should have a life expectancy equal to that of the bridge deck if adequately protected from moisture and salt solutions. (Corrosion resulting from the penetration of chlorides through solid concrete to the depth of the forms is unlikely). The main access channels to the forms would appear to be through cracks or deteriorated concrete. It was concluded that steel forms do not have a detrimental effect on initially good quality concrete decks and, with forming installations designed to minimize possible contact with moisture and salts, corrosion should not be a significant problem during the normal life expectancy of a bridge deck.
Author: Julio F. Davalos
Author: Julio F. Davalos
Author: Timothy Russell Gurney
Author: American Institute of Steel Construction
Author: Marvin Henry Hilton
Author: C. Beales
Author: Hisashi Daiguji
Author: Philip Dale Cady
Author: Virginia Highway Research Council
Author: Missouri. State Highway Department. Division of Materials and Research
Author: Irene K. Battaglia