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Development Testing And Analytical Modeling Of Fiber Reinforced Polymer Bridge Deck Panels
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Book Synopsis Development, Testing, and Analytical Modeling of Fiber-reinforced Polymer Bridge Deck Panels by : Hesham Tuwair
Download or read book Development, Testing, and Analytical Modeling of Fiber-reinforced Polymer Bridge Deck Panels written by Hesham Tuwair and published by . This book was released on 2015 with total page 314 pages. Available in PDF, EPUB and Kindle. Book excerpt: "A fiber-reinforced, polyurethane foam core was developed, tested, and evaluated as a possible replacement for the costly honeycomb core that is currently used to manufacture fiber-reinforced polymer (FRP) bridge deck panels. Replacing these panels would reduce both initial production costs and construction times while also enhancing structural performance. Experimental, numerical, and analytical investigations were each conducted. Three different polyurethane foam (PU) configurations were used for the inner core during the study's first phase. These configurations consisted of a high-density PU foam (Type 1), a gridwork of thin, interconnecting, glass fiber/resin webs that formed a bidirectional gridwork in-filled with a low-density PU foam (Type 2), and a trapezoidal-shaped, low-density PU foam that utilized E-glass web layers (Type 3). Based on the experimental results of this phase, the Type 3 core was recommended to move forward to the second phase of the study, where a larger-scale version of the Type 3, namely "−mid-scale panels," were tested both statically and dynamically. Analytical models and finite element analysis (FEA) were each conducted during a third phase. Analytical models were used to predict critical facesheet wrinkling that had been observed during phase two. A three-dimensional model using ABAQUS was developed to analyze each panel's behavior. A parametric study considering a wide variety of parameters was also conducted to further evaluate the behavior of the prototype panel. The fourth phase of this research investigated the performance of Type 3 panels under exposure to various environmental conditions to duplicate seasonal effects in Midwestern states. The results gathered from these four phases showed that the proposed Type 3 panel is a cost effective alternative to both honeycomb and reinforced concrete bridge decks."--Abstract, page iv.
Book Synopsis FRP Deck and Steel Girder Bridge Systems by : Julio F. Davalos
Download or read book FRP Deck and Steel Girder Bridge Systems written by Julio F. Davalos and published by CRC Press. This book was released on 2013-03-26 with total page 340 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis Reliability-based Optimization of Fiber-reinforced Polymer Composite Bridge Deck Panels by : Michel D. Thompson
Download or read book Reliability-based Optimization of Fiber-reinforced Polymer Composite Bridge Deck Panels written by Michel D. Thompson and published by . This book was released on 2004 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: A reliability-based optimization (RBO) methodology was developed and applied to fiber-reinforced polymer (FRP) bridge decks. Commercially available software was used to optimize a FRP bridge deck panel by weight with structural reliability, stress, and deflection constraints. A methodology using optimization software, finite element analysis, and probabilistic analysis software was developed to examine the effects of load and resistance uncertainties in FRP bridge deck optimization. Eight modular deck designs were considered for use in the RBO methodology. Investigations into random variable sensitivities, design variable sensitivities, wheel positions, and buckling were conducted to minimize computational effort. Five models were eventually optimized with deterministic methods and the RBO methodology. Ply thicknesses were treated as design variables. Material parameters, design variables, and load were taken as random variables in the reliability calculations. A comparison of RBO designs was made with the best candidate chosen based on deck panel weight.
Book Synopsis Fiber Reinforced Polymer Bridge Decks by : Judy Liu
Download or read book Fiber Reinforced Polymer Bridge Decks written by Judy Liu and published by Purdue University Press. This book was released on 2011-02-15 with total page 114 pages. Available in PDF, EPUB and Kindle. Book excerpt: The overarching goal of this study was to perform a comprehensive evaluation of various issues related to the strength and serviceability of the FRP deck panels that are available in the industry. Specific objectives were to establish critical limit states to be considered in the design of FRP deck panel, to provide performance specifications to designers, and to develop evaluation techniques for the deck panels in service. Two different FRP panels were studied during the research project: a sandwich panel and a pultruded panel. The sandwich panel was initially selected for the rehabilitation case study bridge. However, for a variety of reasons outside of the scope of this study, both the sandwich panel and the initial case study bridge were dropped from consideration. A new case study bridge was selected, and new proposals from FRP deck manufacturers were solicited. At that time, the pultruded deck was selected. Analysis and experimental results related to both FRP deck panels are included in this report, as information from both decks is relevant to the overarching goal of this study. In November 2009, Sugar Creek Bridge became the first bridge in Indiana to be rehabilitated with an FRP bridge deck. An extensive study, including literature review, analysis, and load tests, suggest that the installed deck should perform well, with web buckling as the ultimate failure mode at a factor of safety of 5. Deflection limits, generally an issue with FRP decks, are satisfied with the installed deck. Meanwhile, some combination of acoustic emission methods, infrared thermography and a newly developed traveling truck deflection method show promise for non-destructive evaluation of the deck in-situ and identification of damage such as delamination of the wearing surface or web buckling. However, such methods have shown variability and could be prohibitively labor-intensive. Therefore, further evaluation is needed if such methods are to be pursued.
Book Synopsis Developments in fiber-reinforced polymer (FRP) composites for civil engineering by : N. Uddin
Download or read book Developments in fiber-reinforced polymer (FRP) composites for civil engineering written by N. Uddin and published by Elsevier Inc. Chapters. This book was released on 2013-05-15 with total page 43 pages. Available in PDF, EPUB and Kindle. Book excerpt: Abstract: The primary objective of this chapter is first to introduce and demonstrate the application of thermoplastic (woven glass reinforced polypropylene) in the design of modular fiber-reinforced bridge decks, and next the development of jackets for confining concrete columns against compression and impact loading. The design concept and manufacturing processes of the thermoplastic bridge deck composite structural system are presented by recognizing the structural demands required to support highway traffic. Then the results of the small-scale static cylinder tests and the impact tests of concrete columns are presented, demonstrating that thermoplastic reinforcement jackets act to restrain the lateral expansion of the concrete that accompanies the onset of crushing, maintaining the integrity of the core concrete, and enabling much higher compression strains (compared to CFRP composite wraps) to be sustained by the compression zone before failure occurs.
Book Synopsis Experimental Testing and Modeling of a FRP Bridge by : K. Chandrashekhara
Download or read book Experimental Testing and Modeling of a FRP Bridge written by K. Chandrashekhara and published by . This book was released on 2000 with total page 140 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Environmental Conditioning and Testing of Three Fiber Reinforced Polymer Panels by : Andrew R. Neumann
Download or read book Environmental Conditioning and Testing of Three Fiber Reinforced Polymer Panels written by Andrew R. Neumann and published by . This book was released on 2003 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Three types of fiber reinforced polymer bridge deck panels were supplied to the University of Cincinnati. Specimens included were small-size specimens supplied by their respective manufacturers and full-size specimens obtained from the Salem Avenue bridge in Dayton, Ohio. Research performed includes: long-term environmental monitoring, load testing, and finite-element analysis. Long-term environmental monitoring was performed on small-size specimens for all three deck types. Environmental monitoring included collection of temperature and strain data over a period of nine months. Average internal mperature, coefficient of thermal expansion (in both directions), and temperature gradient were calculated for each type of panel. Load testing was performed at the University of Cincinnati Large Scale Test Facility (UCLSTF). Load tests were performed on small-size specimens and full-size specimens obtained from a bridge retrofit project. Effective flexural and shear stiffness were calculated for each panel tested. Failure load and failure type for each test are reported. Finally, a finite-element model of a full-size panel was created for one of the deck types in order to capture the effects of internal damages. Analysis results of the finite-element model are compared against experimental results.
Book Synopsis RELIABILITY-BASED OPTIMIZATION OF FIBER-REINFORCED POLYMER COMPOSITE BRIDGE DECK PANELS. by :
Download or read book RELIABILITY-BASED OPTIMIZATION OF FIBER-REINFORCED POLYMER COMPOSITE BRIDGE DECK PANELS. written by and published by . This book was released on 2004 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: A reliability-based optimization (RBO) methodology was developed and applied to fiber-reinforced polymer (FRP) bridge decks. Commercially available software was used to optimize a FRP bridge deck panel by weight with structural reliability, stress, and deflection constraints. A methodology using optimization software, finite element analysis, and probabilistic analysis software was developed to examine the effects of load and resistance uncertainties in FRP bridge deck optimization. Eight modular deck designs were considered for use in the RBO methodology. Investigations into random variable sensitivities, design variable sensitivities, wheel positions, and buckling were conducted to minimize computational effort. Five models were eventually optimized with deterministic methods and the RBO methodology. Ply thicknesses were treated as design variables. Material parameters, design variables, and load were taken as random variables in the reliability calculations. A comparison of RBO designs was made with the best candidate chosen based on deck panel weight.
Book Synopsis Experimental and Analytical Study of Fiber Reinforced Polymer (FRP) Grid-reinforced Concrete Bridge Decking by : David A. Jacobson
Download or read book Experimental and Analytical Study of Fiber Reinforced Polymer (FRP) Grid-reinforced Concrete Bridge Decking written by David A. Jacobson and published by . This book was released on 2004 with total page 426 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Ultra-high Performance Fiber Reinforced Concrete in Bridge Deck Applications by : Jun Xia
Download or read book Ultra-high Performance Fiber Reinforced Concrete in Bridge Deck Applications written by Jun Xia and published by . This book was released on 2011 with total page 145 pages. Available in PDF, EPUB and Kindle. Book excerpt: The research presented in this dissertation focuses on the material characterization of ultrahigh performance fiber reinforced concrete (UHP-FRC) at both the microscopic and macroscopic scales. The macroscopic mechanical properties of this material are highly related to the orientation of the steel fibers distributed within the matrix. However, the fiber orientation distribution has been confirmed to be anisotropic based on the flow-casting process. The orientation factor and probability density function (PDF) of the crossing fiber (fibers crossing a cutting plane) orientation was obtained based on theoretical derivations and numerical simulations with respect to different levels of anisotropy and cut planes oriented arbitrarily in space. The level of anisotropy can be calibrated based on image analysis on cut sections from hardened UHP-FRC prisms. Simplified equations provide a framework to predict the mechanical properties based on a single fiber-matrix interaction rule selected from existing theoretical models. Along with the investigation of the impacts from different curing methods and available post-cracking models, a versatile parameterized uniaxial stress-strain constitutive model was developed and calibrated. The constitutive model was implemented in a finite element analysis software program, and the program was utilized in the preliminary design of moveable bridge deck panels made of passively reinforced UHP-FRC. This deck system was among the several alternatives to replace the problematic steel grid decks currently in use. Based on experimental investigations of the deck panels, failure occurred largely in shear rather than flexure during bending tests. However, this shear failure is not abrupt and usually involves large deformation, large sectional rotation, and wide shear cracks before loss of load-carrying capacity. This particular shear failure mode observed was further investigated numerically and experimentally. Three-dimensional FEM models with the ability to reflect the interaction between rebar and concrete were created in a commercial FEM software to investigate the load transfer mechanism before and after bond failure. Small-scale passively reinforced prisms were tested to verify the conclusions drawn from simulation results. In an effort to improve the original design, several shear-strengthened deck panels were tested and evaluated for effectiveness. Finally, methods and equations to predict the ultimate shear capacity were calibrated. A two-dimensional frame element based complete moveable bridge finite element model was built for observation of bridge system performance. The model contained the option to substitute any available deck system based on a subset of pre-calibrated parameters specific to each deck type. These alternative deck systems include an aluminum bridge deck system and a glass fiber reinforced plastic (GFRP) deck system. All three alternatives and the original steel grid deck system were evaluated based on the global responses of the moveable bridge, and the advantages and disadvantages of adopting the UHP-FRC deck system are quantified.
Book Synopsis Developments in Fiber-Reinforced Polymer (FRP) Composites for Civil Engineering by : Nasim Uddin
Download or read book Developments in Fiber-Reinforced Polymer (FRP) Composites for Civil Engineering written by Nasim Uddin and published by Elsevier. This book was released on 2013-05-15 with total page 565 pages. Available in PDF, EPUB and Kindle. Book excerpt: The use of fiber-reinforced polymer (FRP) composite materials has had a dramatic impact on civil engineering techniques over the past three decades. FRPs are an ideal material for structural applications where high strength-to-weight and stiffness-to-weight ratios are required. Developments in fiber-reinforced polymer (FRP) composites for civil engineering outlines the latest developments in fiber-reinforced polymer (FRP) composites and their applications in civil engineering. Part one outlines the general developments of fiber-reinforced polymer (FRP) use, reviewing recent advancements in the design and processing techniques of composite materials. Part two outlines particular types of fiber-reinforced polymers and covers their use in a wide range of civil engineering and structural applications, including their use in disaster-resistant buildings, strengthening steel structures and bridge superstructures. With its distinguished editor and international team of contributors, Developments in fiber-reinforced polymer (FRP) composites for civil engineering is an essential text for researchers and engineers in the field of civil engineering and industries such as bridge and building construction. Outlines the latest developments in fiber-reinforced polymer composites and their applications in civil engineering Reviews recent advancements in the design and processing techniques of composite materials Covers the use of particular types of fiber-reinforced polymers in a wide range of civil engineering and structural applications
Book Synopsis Testing and Health Monitoring of an Integrally Molded Fiber Reinforced Polymer Bridge by : Michael A. Behrends
Download or read book Testing and Health Monitoring of an Integrally Molded Fiber Reinforced Polymer Bridge written by Michael A. Behrends and published by . This book was released on 2012 with total page 115 pages. Available in PDF, EPUB and Kindle. Book excerpt: An integrally molded fiber reinforced polymer (FRP) bridge was instrumented to monitor both the short-term load response of the bridge and long-term behavior of the FRP superstructure. The bridge consisted of eight FRP panels with beams and deck molded together. The bridge was instrumented and monitored for a period of approximately one year. A series of truckload tests were performed during this time to measure the deflections at various locations. Continuous monitoring recorded the transverse movement of the FRP panels at certain joint locations. The panels experienced more movement at colder temperatures than at warmer temperatures due to the opening and closing of the panel gaps caused by thermal expansion and contraction. A finite element model of the bridge was developed using SAP2000 and results from the model were compared to the truckload test results. The initial finite element model was revised to include the panel to panel connections. The model showed good agreement with the test data. A study of bridge response under a panel to panel connection failure was investigated using the developed finite element model. The panels along a failed joint experienced a significant change in terms of deflection responses, but the effect was largely localized to these panels. In general, there was no major change in the maximum stress in the bridge when a connection failed. Overall, experimental data and analytical results have demonstrated that the FRP bridge is behaving satisfactorily.
Book Synopsis Load Testing of an FRP Bridge Deck on a Truss Bridge by : Sreenivas Alampalli
Download or read book Load Testing of an FRP Bridge Deck on a Truss Bridge written by Sreenivas Alampalli and published by . This book was released on 2001 with total page 40 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance Evaluation of Short-span Bridges Built with Fiber Reinforced Polymer (FRP) Composite Systems by : Ursula Mercedes Deza
Download or read book Performance Evaluation of Short-span Bridges Built with Fiber Reinforced Polymer (FRP) Composite Systems written by Ursula Mercedes Deza and published by . This book was released on 2004 with total page 330 pages. Available in PDF, EPUB and Kindle. Book excerpt: "This investigation studied the structural performance of FRP composite materials in bridge decks through in-place load tests and analytical studies. Two multi-panel bridge decks were studied: Saint Francis Street Bridge consisting of a deck built with four glass FRP (GFRP) honeycomb panels, whereas Waters Street Bridge consists of nine FRP-RC panels. The performance of the two bridges was monitored by load tests for over three to four years. The main objectives of this investigation were: to examine the deflection data in service that can be correlated to allowable deflections; to estimate if there is any stiffness degradation that can indicate distress in the deck; to compute the load fraction distribution between panels based on experimental data and attempt the load rating using the load test results"--Introduction, leaves 2-3.
Book Synopsis Developments in fiber-reinforced polymer (FRP) composites for civil engineering by : P. Qiao
Download or read book Developments in fiber-reinforced polymer (FRP) composites for civil engineering written by P. Qiao and published by Elsevier Inc. Chapters. This book was released on 2013-05-15 with total page 53 pages. Available in PDF, EPUB and Kindle. Book excerpt: This chapter presents a systematic approach for material characterization, analysis, and design of all-fiber-reinforced polymer or plastic (FRP) composite structures. The suggested ‘bottom-up’ analysis concept is applied throughout the procedure, from materials/microstructures, to macro components, to structural members, and finally to structural systems, thus providing a systematic analysis methodology for all-FRP composite structures. The systematic approach described in this chapter can be used efficiently to analyze and design FRP shapes and bridge systems and also develop new design concepts for all composite structures.
Book Synopsis Failure Analysis of Fiber-Reinforced Polymer Bridge Deck System by : M. Chiewanichakorn
Download or read book Failure Analysis of Fiber-Reinforced Polymer Bridge Deck System written by M. Chiewanichakorn and published by . This book was released on 2003 with total page 9 pages. Available in PDF, EPUB and Kindle. Book excerpt: Throughout the United States including New York, many reinforced concrete bridges on county and state highway systems have deteriorated to the certain degree that structural strengthening is necessary to extend their service life. Fiber reinforced polymer (FRP) composite systems appeared to be one of the options to address the issues of cost-effective load-rating improvement. Recently, an FRP deck has been installed on a state highway, located in New York State, as an experimental project. This paper describes multi-step linear static analyses that were conducted using the finite element method to study the possible failure mechanisms of the deck-superstructure system. Finite element model was verified using the load tests of the bridge deck. Furthermore, the thermal behavior of the FRP deck was investigated and presented in this paper. Analytical results reveal several potential failure mechanisms for the FRP deck and truss bridge system.
Book Synopsis Fiber Reinforced Polymer (FRP) Composites for Infrastructure Applications by : Ravi Jain
Download or read book Fiber Reinforced Polymer (FRP) Composites for Infrastructure Applications written by Ravi Jain and published by Springer Science & Business Media. This book was released on 2012-01-02 with total page 285 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book examines current issues of fiber reinforced polymer (FRP) composites in civil infrastructure. The contents of this book are divided into two parts. The first part engages topics related to durability and service life of FRP composites and how they contribute to sustainability. The second part highlights implementation and applications of the FRP composites with an emphasis on bridge structures. An introductory chapter provides an overview of FRP composites and its role in a sustainable built environment highlighting the issues of durability and service life followed by a current review of sustainability in infrastructure design.
