Rehabilitation Of Deteriorated Steel Bridge Girders In Flexure Using Cfrp Composites
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Rehabilitation Of Deteriorated Steel Bridge Girders In Flexure Using Cfrp Composites
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Author : Hany Mohamed Seif Eldin
language : en
Publisher:
Release Date : 2010
Rehabilitation Of Deteriorated Steel Bridge Girders In Flexure Using Cfrp Composites written by Hany Mohamed Seif Eldin and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with categories.
Rehabilitation Of Steel Bridge Members With Frp Composite Materials
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Author : Xiangdong Liu
language : en
Publisher:
Release Date : 2003
Rehabilitation Of Steel Bridge Members With Frp Composite Materials written by Xiangdong Liu and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with Composite materials categories.
"This dissertation consists of five papers, which presents the results of research on the application of FRP composites on the strengthening steel bridge structures. In particular, the work focuses on both rehabilitation of steel bridge girders (flexural members), and steel bridge columns (compression members) with FRP composite materials. The first paper focuses on the flexural steel member strengthening. Based on the experimental results, it is clear that an increase in stiffness and ultimate load capacity of corroded steel members can be achieved from the application of CFRP laminates to the tension flange of corroded steel members. Peel off of FRP laminates was the observed failure mode of the retrofitted beams. The second through fifth papers investigate the feasibility of retrofitting of compression loaded steel members using FRP composite pipes filled with expansive light-weight concrete. First, a high-expansion light-weight concrete was investigated. Second, the local bond-slip relationship between steel and this type of concrete was developed. Finally, a FRP retrofit method was proposed for corroded steel bridge columns, and deficient steel columns were strengthened using this retrofit technology. Test results indicated that a restoration of ultimate load capacity of a deficient steel column with the proposed FRP retrofit technology is attainable. Also design guidelines were developed for the retrofit of stocky and slender columns"--Abstract, leaf iv.
Strengthening Steel Bridge Girders Using Cfrp
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Author : Ahmed Sabri Abd-El-Meguid
language : en
Publisher:
Release Date : 2010
Strengthening Steel Bridge Girders Using Cfrp written by Ahmed Sabri Abd-El-Meguid and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Bridges categories.
While traditional retrofitting methods for steel bridge girders could be time consuming and uneconomical, an alternative repair method is suggested using Carbon Fiber Reinforced Polymers (CFRP) laminate strips, providing engineers with a competitive solution that will increase the life-cycle of repaired bridges. This study investigated its feasibility as an option to strengthen and rehabilitate steel bridges. The main advantages of using CFRP laminates are their light weight and durability, which results in ease of handling and maintenance. The research conducted experimental and analytical work to evaluate the effectiveness of strengthening steel beams by the use of novel CFRP laminate strips configurations. The research involved the testing of five experimental composite beams, in addition to the development of approximately 100 finite element models. The results showed a significant gain in the beam's elastic and ultimate capacities. The conclusion is that there are specific sensitive parameters controlling the effectiveness of the CFRP laminate rehabilitation technique. An adequate AASHTO design of the rehabilitation method, which takes into consideration the effective parameters, would result in an effective bridge structure.
Strengthening And Rehabilitation Of Steel Bridge Girders Using Cfrp Laminates
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Author : Ahmed Sabri Abd-El-Meguid
language : en
Publisher:
Release Date : 2008
Strengthening And Rehabilitation Of Steel Bridge Girders Using Cfrp Laminates written by Ahmed Sabri Abd-El-Meguid and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Bridges categories.
The Rehabilitation Of Steel Bridge Girders Using Advanced Composite Materials
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Author : Trent C. Miller
language : en
Publisher:
Release Date : 2000
The Rehabilitation Of Steel Bridge Girders Using Advanced Composite Materials written by Trent C. Miller and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2000 with Bridges categories.
Investigation Of Integrity And Effectiveness Of Rc Bridge Deck Rehabilitation Using Cfrp Composites
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Author : Luke S. Lee
language : en
Publisher:
Release Date : 2008
Investigation Of Integrity And Effectiveness Of Rc Bridge Deck Rehabilitation Using Cfrp Composites written by Luke S. Lee and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Concrete bridges categories.
Rapid Rehabilitation Using Frp Composite Materials
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Author : Joanne Marie Mitchell
language : en
Publisher:
Release Date : 2006
Rapid Rehabilitation Using Frp Composite Materials written by Joanne Marie Mitchell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2006 with categories.
Development Of Composite Renewal Systems For Rapid Rehabilitation And Construction Of Bridge Decks
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Author : Anna Beth Pridmore
language : en
Publisher:
Release Date : 2009
Development Of Composite Renewal Systems For Rapid Rehabilitation And Construction Of Bridge Decks written by Anna Beth Pridmore and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2009 with categories.
The deterioration of steel in aging reinforced concrete bridges is a continual problem which could benefit from improved rehabilitation techniques that take advantage of enhanced and more durable materials such as fiber reinforced polymer (FRP) composites. Appropriately designed hybrid material systems benefit from the performance and durability advantages of FRP materials yet remain more cost effective than comparable all-composite systems. Development of rapid rehabilitation systems for the decks of concrete box girder bridges, which are increasingly common throughout the United States, is presented. One goal of this research is to assess and validate the use of FRP composite panels for use as both stay-in-place formwork and as the bottom longitudinal and transverse reinforcement in the deck of concrete box girder bridges. Performance assessments for full-scale two-cell box girder bridge specimens through monotonic and extensive cyclic loading provided validation for the FRP panel system bridge deck as a viable rehabilitation solution for box girder bridge decks. The FRP panel system performed comparably to a conventionally reinforced concrete bridge deck in terms of serviceability, deflection profiles, and system level structural interaction and performed superior to the RC bridge deck in terms of residual deflections, and structural response under cyclic loading. Assessment of a damaged FRP panel bridge deck system, which was repaired using a resin injection technique, showed superior performance for the repaired system in terms of integrity of the FRP panel interface and cyclic response. Rapid rehabilitation techniques for strengthening reinforced concrete box girder bridge deck overhangs using near-surface-mounted (NSM) carbon fiber reinforced polymer (CFRP) were also evaluated. Analytical predictions of load carrying capacity and deflections provided correlation with experimental results, and the developed analysis methods provide an effective design tool for future research. Results from the laboratory testing of a bridge deck overhang strengthened with FRP showed significant increases in load carrying capacity as well as deformation capacity as compared to the as-built specimen without FRP. This research provides enhanced understanding of hybrid structures and indicates significant potential for rehabilitation applications to concrete box girder bridges.
Rehabilitation Of Steel Bridge Girders Through The Application Of Advanced Composite Materials
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Author : John W. Gillespie
language : en
Publisher:
Release Date : 1996
Rehabilitation Of Steel Bridge Girders Through The Application Of Advanced Composite Materials written by John W. Gillespie and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1996 with Adhesives categories.
The Rehabilitation Of Steel Bridge Girders Using Advanced Composite Materials
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Author : Dennis R. Mertz
language : en
Publisher:
Release Date : 2002
The Rehabilitation Of Steel Bridge Girders Using Advanced Composite Materials written by Dennis R. Mertz and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with Composite materials categories.