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Bridge Decks With Pretensioned Precast Beams Technical Report
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Author :FIB – International Federation for Structural Concrete Publisher :FIB - International Federation for Structural Concrete ISBN 13 :0721011128 Total Pages :50 pages Book Rating :4.7/5 (21 download)
Book Synopsis Bridge decks with pretensioned precast beam by : FIB – International Federation for Structural Concrete
Download or read book Bridge decks with pretensioned precast beam written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1978-08-01 with total page 50 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Technical Report: Bridge Decks with Pretensioned Precast Beams by : FIP Commission on Prefabrication
Download or read book Technical Report: Bridge Decks with Pretensioned Precast Beams written by FIP Commission on Prefabrication and published by . This book was released on 1978 with total page 48 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Bridge Decks with Pretensioned Precast Beams Technical Report by :
Download or read book Bridge Decks with Pretensioned Precast Beams Technical Report written by and published by . This book was released on 1978 with total page 48 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Use of precast-prestressed concrete for bridge decks by :
Download or read book Use of precast-prestressed concrete for bridge decks written by and published by . This book was released on 1975 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :fib Fédération internationale du béton Publisher :fib Fédération internationale du béton ISBN 13 :288394069X Total Pages :88 pages Book Rating :4.8/5 (839 download)
Book Synopsis Precast Concrete Bridges by : fib Fédération internationale du béton
Download or read book Precast Concrete Bridges written by fib Fédération internationale du béton and published by fib Fédération internationale du béton. This book was released on 2004-01-01 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report was drafted by fib Task Group 6.4, Precast bridges: José Calavera (Convenor, Spain) André De Chefdebien (CERIB, France), David Fernández-Ordóñez (Prefabricados Castelo, S.A., Spain, Secretary), Antonello Gasperi (Consulting engineer, Italy), Jorge Ley (INTEMAC, Spain), Fritz Mönnig (Prof. Bechert & Partner, Germany), Pierre Passeman (CERIB, France), C. Quartel (Spanbeton BV, The Netherlands), Ladislav Sasek (VPU DECO Praha, Czech Republic), George Tootell (Buchan Concrete Ltd., UK), Arnold Van Acker (Belgium)
Book Synopsis Full-depth Precast Concrete Bridge Deck Panel Systems by : Sameh S. Badie
Download or read book Full-depth Precast Concrete Bridge Deck Panel Systems written by Sameh S. Badie and published by Transportation Research Board. This book was released on 2008 with total page 119 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :Great Britain. Department of the Environment. Highways Directorate. Bridges Engineering Division Publisher : ISBN 13 : Total Pages : pages Book Rating :4.:/5 (558 download)
Book Synopsis Report on Study on the Cost of Bridge Decks and Four Span Bridges Using: 1. Universal Or Fabricated Steel Beams Acting Compositely with a Reinforced Concrete Slab. 2. Precast Prestressed Concrete 'M' Beams Acting Compositely with a Reinforced Concrete Slab by : Great Britain. Department of the Environment. Highways Directorate. Bridges Engineering Division
Download or read book Report on Study on the Cost of Bridge Decks and Four Span Bridges Using: 1. Universal Or Fabricated Steel Beams Acting Compositely with a Reinforced Concrete Slab. 2. Precast Prestressed Concrete 'M' Beams Acting Compositely with a Reinforced Concrete Slab written by Great Britain. Department of the Environment. Highways Directorate. Bridges Engineering Division and published by . This book was released on 1971 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Use of Precast, Prestressed Concrete for Bridge Decks by : James H. Ford
Download or read book Use of Precast, Prestressed Concrete for Bridge Decks written by James H. Ford and published by . This book was released on 1968 with total page 322 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Experimental Evaluation of Full Depth Precast/prestressed Concrete Bridge Deck Panels by : Mohsen A. Issa
Download or read book Experimental Evaluation of Full Depth Precast/prestressed Concrete Bridge Deck Panels written by Mohsen A. Issa and published by . This book was released on 2002 with total page 278 pages. Available in PDF, EPUB and Kindle. Book excerpt: A literature review concerning the objectives of the project was completed. A significant number of published papers, reports, etc., were examined to determine the effectiveness of full depth precast panels for bridge deck replacement. A detailed description of the experimental methodology was developed which includes design and fabrication of the panels and assembly of the bridge. The design and construction process was carried out in cooperation with the project Technical Review Panel. The major components of the bridge deck system were investigated. This includes the transverse joints and the different materials within the joint as well as composite action. The materials investigated within the joint were polymer concrete, non-shrink grout, and set-45 for the transverse joint. The transverse joints were subjected to direct shear tests, direct tension tests, and flexure tests. These tests exhibited the excellent behavior of the system in terms of strength and failure modes. Shear key tests were also conducted. The shear connection study focused on investigating the composite behavior of the system based on varying the number of shear studs within a respective pocket as well as varying the number of pockets within a respective panel. The results indicated that this shear connection is extremely efficient in rendering the system under full composite action. Finite element analysis was conducted to determine the behavior of the shear connection prior to initiation of the actual full scale tests. In addition, finite element analysis was also performed with respect to the transverse joint tests in an effort to determine the behavior of the joints prior to actual testing. The most significant phase of the project was testing a full-scale model. The bridge was assembled in accordance with the procedures developed as part of the study on full-depth precast panels and the results obtained through this research. The system proved its effectiveness in withstanding the applied loading that exceeded eight times the truck loading in addition to the maximum negative and positive moment application. Only hairline cracking was observed in the deck at the maximum applied load. Of most significance was the fact that full composite action was achieved between the precast panels and the steel supporting system, and the exceptional performance of the transverse joint between adjacent panels.
Book Synopsis Use of Precast-prestressed Concrete for Bridge Decks by : P. K. Kropp
Download or read book Use of Precast-prestressed Concrete for Bridge Decks written by P. K. Kropp and published by . This book was released on 1973 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Full-depth Shear-key Performance in Adjacent Prestressed-beam Bridges by : Jyotirmay Lall
Download or read book Full-depth Shear-key Performance in Adjacent Prestressed-beam Bridges written by Jyotirmay Lall and published by . This book was released on 1997 with total page 42 pages. Available in PDF, EPUB and Kindle. Book excerpt: Bridge decks supported by adjacent precast/prestressed-concrete beams have become increasingly popular in recent years due to their ease of construction, shallow superstructure, and aesthetic appeal. In New York, such structures are built by placing a number of precast beams alongside one another and connecting them through grouted keyways called "shear keys". After the grout hardens, the beams are transversely post-tensioned and a composite, cast-in-place deck is poured over them. Before 1992, field inspection personnel frequently reported the appearance of longitudinal deck cracking over these partial-depth shear keys soon after construction. In response, a new system using full-depth shear keys with more transverse tendons was adopted in 1992. Since then, more than 100 such bridges have been built statewide. To evaluate their performance, a followup inspection survey was conducted in 1996 on 91 such bridges.
Book Synopsis State-of-the-art Report on Precast Concrete Systems for Rapid Construction of Bridges by :
Download or read book State-of-the-art Report on Precast Concrete Systems for Rapid Construction of Bridges written by and published by . This book was released on 2005 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Construction of Bridge Decks with Precast, Prestressed Concrete Deck Planks by : Tessa H. Volle
Download or read book Construction of Bridge Decks with Precast, Prestressed Concrete Deck Planks written by Tessa H. Volle and published by . This book was released on 2002 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Development of a Precast Bridge Deck Overhang System by : David Trejo
Download or read book Development of a Precast Bridge Deck Overhang System written by David Trejo and published by . This book was released on 2011 with total page 60 pages. Available in PDF, EPUB and Kindle. Book excerpt: Report 0-6100-1 (produced after 0-6100-2) used the American Association of State Highway Officials Load and Resistance Factor Design (AASHTO LRFD [2008]) demand requirements to design the number of shear pockets for a precast overhang panel system and reported that the number of pockets per panel could be reduced from the numbers reported in report 0-6100-2. However, this report only included an analysis for one beam type and one span length. In addition, the demand load used did not include all factors typically used by designers. Additional testing was required to assess different connector systems and further analyses were needed for the new Texas Department of Transportation (TxDOT) girders. The testing and analyses documented in this report (0-6100-3) provides a new equation for determining the number of shear pockets required for the various shear connector/coupler systems evaluated in this research. This equation was used to determine the number of shear pockets required for the newer TxDOT girders.
Book Synopsis Development of Precast Bridge Deck Overhang System by : David Trejo
Download or read book Development of Precast Bridge Deck Overhang System written by David Trejo and published by . This book was released on 2011 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Experimental and Analytical Investigation of Full-depth Precast Deck Panels on Prestressed I-girders by : Sean Robert Sullivan
Download or read book Experimental and Analytical Investigation of Full-depth Precast Deck Panels on Prestressed I-girders written by Sean Robert Sullivan and published by . This book was released on 2008 with total page 81 pages. Available in PDF, EPUB and Kindle. Book excerpt: A bridge with precast bridge deck panels was built at the Virginia Tech Structures Laboratory to examine constructibility issues, creep and shrinkage behavior, and strength and fatigue performance of transverse joints, different types of shear connectors, and different shear pocket spacings. The bridge consisted of two AASHTO type II girders, 40 ft long and simply supported, and five precast bridge deck panels. Two of the transverse joints were epoxied male-female joints and the other two transverse joints were grouted female-female joints. Two different pocket spacings were studied: 4 ft pocket spacing and 2 ft pocket spacing. Two different shear connector types were studied: hooked reinforcing bars and a new shear stud detail that can be used with concrete girders. The construction process was well documented. The changes in strain in the girders and deck were examined and compared to a finite element model to examine the effects of differential creep and shrinkage. After the finite element model verification study, the model was used to predict the long term stresses in the deck and determine if the initial level of post-tensioning was adequate to keep the transverse joints in compression throughout the estimated service life of the bridge. Cyclic loading tests and flexural strength tests were performed to examine performance of the different pocket spacings, shear connector types and transverse joint configurations. A finite element study examined the performance of the AASHTO LRFD shear friction equation for the design of the horizontal shear connectors. The initial level of post-tensioning in the bridge was adequate to keep the transverse joints in compression throughout the service life of the bridge. Both types of pocket spacings and shear connectors performed exceptionally well. The AASHTO LRFD shear friction equation was shown to be applicable to deck panel systems and was conservative for determining the number of shear connectors required in each pocket. A recommended design and detailing procedure was developed for the shear connectors and shear pockets.
Book Synopsis Experimental and Analytical Study of Full-depth Precast/prestressed Concrete Deck Panels for Highway Bridges by : Scott M. Markowski
Download or read book Experimental and Analytical Study of Full-depth Precast/prestressed Concrete Deck Panels for Highway Bridges written by Scott M. Markowski and published by . This book was released on 2005 with total page 584 pages. Available in PDF, EPUB and Kindle. Book excerpt:
