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Relevant bibliographies by topics / Concrete bridges Bridges Bridges Composite materials

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Academic literature on the topic 'Concrete bridges Bridges Bridges Composite materials'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Concrete bridges Bridges Bridges Composite materials"

1

Martínez-Muñoz, D., J. V. Martí, and V. Yepes. "Steel-Concrete Composite Bridges: Design, Life Cycle Assessment, Maintenance, and Decision-Making." Advances in Civil Engineering 2020 (May 28, 2020): 1–13. http://dx.doi.org/10.1155/2020/8823370.

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Steel-concrete composite bridges are used as an alternative to concrete bridges because of their ability to adapt their geometry to design constraints and the possibility of reusing some of the materials in the structure. In this review, we report the research carried out on the design, behavior, optimization, construction processes, maintenance, impact assessment, and decision-making techniques of composite bridges in order to arrive at a complete design approach. In addition to a qualitative analysis, a multivariate analysis is used to identify knowledge gaps related to bridge design and to

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Rajchel, Mateusz, and Tomasz Siwowski. "Hybrid Bridge Structures Made of Frp Composite and Concrete." Civil and Environmental Engineering Reports 26, no. 3 (2017): 161–69. http://dx.doi.org/10.1515/ceer-2017-0043.

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Abstract Despite many advantages over the conventional construction materials, the contemporary development of FRP composites in bridge engineering is limited due to high initial cost, low stiffness (in case of glass fibers) and sudden composite failure mode. In order to reduce the given limitations, mixed (hybrid) solutions connecting the FRP composites and conventional construction materials, including concrete, have been tested in many countries for 20 years. Shaping the hybrid structures based on the attributes of particular materials, aims to increase stiffness and reduce cost without los

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Milani, Cleovir José, Víctor Yepes, and Moacir Kripka. "Proposal of Sustainability Indicators for the Design of Small-Span Bridges." International Journal of Environmental Research and Public Health 17, no. 12 (2020): 4488. http://dx.doi.org/10.3390/ijerph17124488.

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The application of techniques to analyze sustainability in the life cycle of small-span bridge superstructures is presented in this work. The objective was to obtain environmental and economic indicators for integration into the decision-making process to minimize the environmental impact, reduce resource consumption and minimize life cycle costs. Twenty-seven configurations of small-span bridges (6 to 20 m) of the following types were analyzed: steel–concrete composite bridges, cast in situ reinforced concrete bridges, precast bridges and prestressed concrete bridges, comprising a total of 40

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Kuklík, Petr, Lukáš Velebil, Anna Gregorová, and Petr Svora. "MONITORING AND PROTECTION OF TIMBER-CONCRETE BRIDGES." Acta Polytechnica CTU Proceedings 22 (July 25, 2019): 57–61. http://dx.doi.org/10.14311/app.2019.22.0057.

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The majority of timber bridges for ordinary road traffic are often made as timber-concrete composite structures. Concrete slab is something like as umbrella for timber. The reason for problems in timber-concrete bridges is nearly always poor detailing for durability and neglected maintenance. Mainly all aspects of timber protection and maintenance should therefore be considered even during the planning phase of bridge. Paper deals with evaluation of timber properties, system of opto-fiber sensors for monitoring and diagnostics of mechanical stress of timber-concrete bridges, and degradation of

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Flaga, Kazimierz, and Kazimierz Furtak. "Application of Composite Structures in Bridge Engineering. Problems of Construction Process and Strength Analysis." Civil And Environmental Engineering Reports 15, no. 4 (2015): 57–85. http://dx.doi.org/10.1515/ceer-2014-0035.

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Abstract Steel-concrete composite structures have been used in bridge engineering from decades. This is due to rational utilisation of the strength properties of the two materials. At the same time, the reinforced concrete (or prestressed) deck slab is more favourable than the orthotropic steel plate used in steel bridges (higher mass, better vibration damping, longer life). The most commonly found in practice are composite girder bridges, particularly in highway bridges of small and medium spans, but the spans may reach over 200 m. In larger spans steel truss girders are applied. Bridge compo

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Haghani, Reza, Jincheng Yang, Marte Gutierrez, Christopher D. Eamon, and Jeffery Volz. "Fiber Reinforced Polymer Culvert Bridges—A Feasibility Study from Structural and LCC Points of View." Infrastructures 6, no. 9 (2021): 128. http://dx.doi.org/10.3390/infrastructures6090128.

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Soil–steel composite bridges (SSCB) have become increasingly popular for short-span bridges as an alternative to concrete slab bridges mainly due to their low initial cost, rapid manufacture, simplified construction, and geometrical adaptability. SSCBs have a variety of applications and can be used over waterways or roadways. While conventional bridges tend to lose their load-carrying capacity due to degradation, SSCBs gain strength because of backfill soil consolidation. However, the load carrying capacity and integrity of such structures highly depends on the condition and load-carrying capa

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Vaňová, Patrícia, Vincent Kvočák, Viktória Kožlejová, Daniel Dubecký, and Ruslan Kanishchev. "FEM analysis of steel-concrete composite bridges with encased perforated steel strips." MATEC Web of Conferences 310 (2020): 00050. http://dx.doi.org/10.1051/matecconf/202031000050.

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One of the newest contributions to the science of bridges are steel-concrete composite bridges with encased perforated steel strips. Their main advantages are their low height, low usage of materials and therefore lower cost of the bridge. They are mainly used as short span railway bridges (under 20m of length). Main focus of today researchers and structural engineers in this area is to improve the geometry of the steel strip – and therefore find new types with lower usage of material and higher shear strength. At Technical University of Košice, Faculty of Civil Engineering, several new types

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Zimmermann, Welf, and Stefan Kuss. "New Composite Construction Method with STEEL/UHPFRC Constructing Railway Bridges." Solid State Phenomena 292 (June 2019): 242–48. http://dx.doi.org/10.4028/www.scientific.net/ssp.292.242.

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In Austria last years sequenced according modern technology successfully bridges were made from UHPC or UHPFRC [1], [2], [3]. A couple of well-done examples of these bridges I presented on the occasion of Prof. Sparowitz birthday publication in 2017 [2]. Recently in Austria another example of a railway bridge consisting innovative material UHPFRC - created as a composite construction - was projected by ZKP ZT GmbH by order of Austrian Railway Company ÖBB. Innovative and new is the application of Ultra-High Performance Concrete in combination with Steel S355J2+N creating a composite action in

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Deniaud, Christophe, and JJ Roger Cheng. "Shear rehabilitation of G-girder bridges in Alberta using fibre reinforced polymer sheets." Canadian Journal of Civil Engineering 27, no. 5 (2000): 960–71. http://dx.doi.org/10.1139/l00-032.

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Many bridges were built in Alberta after World War II with type G-girder precast concrete elements. Today, there are approximately 1500 G-girder bridges still in service all over the province. These bridges are typical short span (approximately 6 m long), simply supported, and without shear keys between girders. Structural deficiency of the G-girders, especially in shear, plus the economic constraints of the government demand that an economical and efficient method for rehabilitation of these bridges be developed. A research program at the University of Alberta, in collaboration with Alberta T

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Yepes, Víctor, Manuel Dasí-Gil, David Martínez-Muñoz, Vicente J. López-Desfilis, and Jose V. Martí. "Heuristic Techniques for the Design of Steel-Concrete Composite Pedestrian Bridges." Applied Sciences 9, no. 16 (2019): 3253. http://dx.doi.org/10.3390/app9163253.

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The objective of this work was to apply heuristic optimization techniques to a steel-concrete composite pedestrian bridge, modeled like a beam on two supports. A program has been developed in Fortran programming language, capable of generating pedestrian bridges, checking them, and evaluating their cost. The following algorithms were implemented: descent local search (DLS), a hybrid simulated annealing with a mutation operator (SAMO2), and a glow-worms swarm optimization (GSO) in two variants. The first one only considers the GSO and the second combines GSO and DLS, applying the DSL heuristic

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Dissertations / Theses on the topic "Concrete bridges Bridges Bridges Composite materials"

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Xu, Jian. "Rehabilitation of concrete highway bridge members using fiber-reinforced composites." Thesis, Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/20180.

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Kuemmerle, Daniel Lange. "Strengthening of concrete bridge decks using carbon-based composite materials." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/20694.

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Tuttle, Robert S. "Condition Analysis of Concrete Bridge Decks in Utah." Diss., CLICK HERE for online access, 2005. http://contentdm.lib.byu.edu/ETD/image/etd853.pdf.

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Weaver, Craig Aaron. "Behavior of FRP-Reinforced Glulam-Concrete Composite Bridge Girders." Fogler Library, University of Maine, 2002. http://www.library.umaine.edu/theses/pdf/WeaverCA2002.pdf.

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Cardoso, Renato Azevedo. "Design of composite steel and concrete bridges." Master's thesis, Universidade de Aveiro, 2015. http://hdl.handle.net/10773/16976.

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mestrado em Engenharia Civil<br>O trabalho aqui apresentado visa dar uma compreensão didática do dimensionamento de pontes mistas de aço e betão, assim como avaliar a resposta estrutural sob condições de serviço de pontes mistas, quando sujeitas a diferentes processos construtivos. Tendo isto em consideração, é apresentada uma descrição teórica, seguindo-se um exemplo numérico e um estudo focado no comportamento em serviço de pontes mistas, quando sujeitas a diferentes processos construtivos. A descrição teórica estabelece uma breve exposição das formas e dos elementos estruturais de u

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Sibanda, Bongani. "Vibration based performance assessment of concrete-concrete composite bridges." Master's thesis, University of Cape Town, 2009. http://hdl.handle.net/11427/8988.

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Includes bibliographical references (leaves 142-148).<br>Concrete composites consisting of precast pre-stressed standardized beams and a cast in-situ deck slab have been used for the construction of short to medium span bridges for the past four decades in South Africa and worldwide. The pre-cast beams and cast in-situ slab are commonly connected using shear connectors. Failure of these connectors would compromise the composite action of the structure, thus reducing the load carrying capacity and hence its efficiency. This study seeks to assess the integrity of such shear connectors using dyna

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Pedro, Renata Ligocki. "Optimization of steel-concrete composite I-girder bridges." reponame:Repositório Institucional da UFSC, 2017. https://repositorio.ufsc.br/xmlui/handle/123456789/181231.

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Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro Tecnológico, Programa de Pós-Graduação em Engenharia Civil, Florianópolis, 2017.<br>Made available in DSpace on 2017-11-21T03:18:07Z (GMT). No. of bitstreams: 1 348635.pdf: 2800908 bytes, checksum: 630639867e1a1f3662950b975e6de042 (MD5) Previous issue date: 2017<br>Pontes são estruturas importantes para travessia de rios e vales. Elas começaram a ser construídas em 62 a.C. em Roma, usando a técnica de arcos de pedra. Com o passar do tempo, as técnicas e os materiais empregados em pontes foram evoluindo, de arco em pedra

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Gordon, Stuart Ross. "Joints for precast decks in steel concrete composite bridges." Thesis, Heriot-Watt University, 2006. http://hdl.handle.net/10399/1109.

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Gómez, Navarro Miguel. "Concrete cracking in the deck slabs of steel-concrete composite bridges /." Lausanne : EPFL, 2000. http://library.epfl.ch/theses/?nr=2268.

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Patel, Purvik. "LRFD design of double composite box girder bridges." [Tampa, Fla] : University of South Florida, 2009. http://purl.fcla.edu/usf/dc/et/SFE0003218.

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Books on the topic "Concrete bridges Bridges Bridges Composite materials"

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Kachlakev, Damian I. Strengthening bridges using composite materials. Oregon Dept. of Transportation, Research Unit, 1998.

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Kachlakev, Damian I. Behavior of concrete specimens reinforced with composite materials: Laboratory study. Oregon Dept. of Transportation, Research Group, 2000.

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US-Canada-Europe Workshop on Bridge Engineering (1997 Zurich, Switzerland). Recent advances in bridge engineering: Advanced rehabilitation, durable materials, nondestructive evaluation, and management : proceedigns of the US-Canada-Europe Workshop on Bridge Engineering, Zurich, Switzerland, july 14-15, 1997. Columbia University, 1997.

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Soltesz, Steven M. Cementitious materials for thin patches. Oregon Dept. of Transportation, Research Group, 2001.

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Highway Innovative Technology Evaluation Center (U.S.). Guidelines for structural and durability evaluation of FRP composite column wrap systems for seismic retrofit of columns. American Society of Civil Engineers, 2003.

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Steel-concrete composite bridges. Thomas Telford, 2005.

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Institution, British Standards. Steel, concrete and composite bridges. BSI, 1988.

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Design guide for composite highway bridges. Spon Press, 2002.

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Keller, Thomas. Use of fibre reinforced polymers in bridge construction. International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre reinforced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers a

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LaFraugh, Robert W. Concrete overlays for bridges. Washington State Dept. of Transportation in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1986.

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Book chapters on the topic "Concrete bridges Bridges Bridges Composite materials"

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Yamazaki, Jun. "Composite Bridges with Corrugated Steel Webs to Meet Environmental Needs by Innovative Bridge Engineering." In Innovative Materials and Techniques in Concrete Construction. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1997-2_21.

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Bathon, Leander, and Oliver Bletz-Mühldorfer. "Fatigue Performance of Single Span Wood-Concrete-Composite Bridges." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_45.

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Menn, Christian. "Materials and Actions." In Prestressed Concrete Bridges. Birkhäuser Basel, 1990. http://dx.doi.org/10.1007/978-3-0348-9131-8_3.

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Mancini, Giuseppe. "Innovation in Bridge Design and Construction: Composite Box Girder Bridge." In Innovative Materials and Techniques in Concrete Construction. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1997-2_23.

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Kadotani, Tsutomu. "Segmental Concrete Bridges with Corrugated Steel Webs." In Innovative Materials and Techniques in Concrete Construction. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1997-2_22.

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Bujnak, Jan, Patricia Duratna, and Abdelhamid Bouchair. "Behaviour of Steel-Concrete Composite Truss Beams." In The Eight International Conference "Bridges in Danube Basin". Springer Fachmedien Wiesbaden, 2013. http://dx.doi.org/10.1007/978-3-658-03714-7_21.

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Fuchs, Kerstin, Georg Gaßner, and Johann Kollegger. "Steel- Concrete- Composite Bridges with Innovative Prefabricated Slab Elements." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_295.

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Rammer, Y., and B. Espion. "Early Prestressed Steel–Concrete Composite Continuous Bridges in Belgium." In Engineering History and Heritage Structures – Viewpoints and Approaches. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/sed015.143.

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Nam, Jeong Hun, Soon Jong Yoon, Dong Min Ok, and Sun Kyu Cho. "Perforated FRP Shear Connector for the FRP-Concrete Composite Bridge Deck." In Advances in Composite Materials and Structures. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-427-8.381.

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Hettinger, AL, JP Birat, O. Hechler, and M. Braun. "Sustainable bridges – LCA for a composite and a concrete bridge." In Economical Bridge Solutions based on innovative composite dowels and integrated abutments. Springer Fachmedien Wiesbaden, 2014. http://dx.doi.org/10.1007/978-3-658-06417-4_3.

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Conference papers on the topic "Concrete bridges Bridges Bridges Composite materials"

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Döinghaus, Peter, Claus Goralski, and Norbert Will. "Design Rules for Composite Structures with High Performance Steel and High Performance Concrete." In International Conference on High Performance Materials in Bridges. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40691(2003)13.

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Arason, Magnús, Guðmundur Ragnarsson, Peter Collin, and Robert Hällmark. "Strengthening of steel girder bridges using coiled pins." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0038.

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<p>A requirement for heavier vehicular transport on the Norwegian road network has resulted in a demand for increased bearing capacity for many of the older bridges in the country. Many of the bridges that have been found to have insufficient capacity against present-day demands are steel girder bridges with concrete slabs without a shear connection between steel and concrete. There is a large number of bridges of this type in Norway and the paper presents strengthening of two of those, in Aust-Agder county in the south of the country. These bridges are approximately 30 m long, single sp

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Nault, Gregory, and Eric Samson. "UHPC: a Durable Concrete Overlay Solution for Bridge Decks." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1613.

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<p>The key to designing and constructing longer-lasting bridges is through the use of more durable materials. Ultra-high performance concrete (UHPC) is an emerging technology used in bridge infrastructure projects across North America, Europe, and Asia. UHPC is an engineered cementitious fiber-reinforced composite with exceptional strength and durability due to its densely packed matrix, discontinuous pore structure, and micro- crack control. These characteristics significantly delay typical concrete deterioration mechanisms in UHPC. For this reason, bridge specifiers are more frequently

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"Seismic Behavior Analysis of Long-span Steel - Concrete Composite Arch Bridges." In 2018 9th International Conference on Civil Engineering, Materials and Machinery. Francis Academic Press, 2018. http://dx.doi.org/10.25236/iccemm.2018.011.

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Jing, Yuan, Z. John Ma, Richard M. Bennett, and David B. Clarke. "Lateral Impact of Railroad Bridges With Hybrid Composite Beams: Finite Element Modeling and Preliminary Dynamic Behavior Study of HCB." In 2014 Joint Rail Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/jrc2014-3739.

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Grade separations have been used along High-Speed Rail (HSR) to decrease traffic congestion and the danger that occurs at grade crossings. However, the concern with grade separations is the potential damage due to lateral impact of bridge superstructures by over-height vehicles. This is a concern with existing bridges, and lateral impact is not included in standard bridge code provisions. A new bridge technology, Hybrid Composite Beam (HCB), was proposed to meet the requirements of another HSR objective, that of a sustainable solution for the construction of new and replacement bridges in rail

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Han, Lin-Hai, Dan-Yang Ma, and Kan Zhou. "Concrete-encased CFST structures: behaviour and application." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7109.

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Concrete-encased CFST (concrete-filled steel tube) is a kind of composite structure comprised of a CFST component and a reinforced concrete (RC) component. The concrete encased CFST possesses superior ductility and higher stiffness. They are gaining popularity in high-rise buildings, large-span structures, bridges, subway stations and workshops. This paper initially reviews the recent research on concrete-encased CFST structures. The major research findings on bond performance, static performance, dynamic performance and fire resistance are presented. This paper also outlines some construction

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Ho, Carlton L., Hamed Faghihi Kashani, Dennis L. Humphrey, James P. Hyslip, and William H. Moorhead. "Modifying the One-Dimensional Response of Ballast Box System Using Resiliently Bound Ballast." In 2015 Joint Rail Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/jrc2015-5637.

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The transition zones especially railroad bridge transitions are one the weakest track sections that need more maintenance in order to keep a good track performance. These locations are also commonly create noise and vibration pollution which is unpleasant specifically in urban parts of the city. A new product known as Resiliently Bound Ballast (RBB) is a new engineered material composed of Ballast, tire derived aggregate (TDA) and proprietary elastomeric epoxy binder which can be manufactured with different mixtures to meet various engineering properties. In order to study the workability of t

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Le Gac, Benoit, Pisey Keo, Hugues Somja, and Franck Palas. "Resistance of a steel-concrete hybrid thermal break system to low cycle fatigue under thermal actions." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6990.

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External insulation is the most widely used technique in Northern and Continental Europe. This technique generates thermal bridges where the building facade has some projecting element like balconies. The thermal requirements of actual standards lead to restore the continuity of the insulation at the interfaces by using thermal break systems (TBS). They are usually made of a box containing the insulation material, and a minimalist structural system able to transmit the shear force and the bending moment from the balcony to the wall. In most cases, structural elements are made of stainless stee

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Lebet, Jean-Paul, and Jean-Marc Ducret. "Longitudinal Prestressing of Composite Bridges." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)3.

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Dorka, Uwe E., and Jörk Pruss. "Short Span Modular Composite Bridges." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)9.

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Reports on the topic "Concrete bridges Bridges Bridges Composite materials"

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Fuchs, Alan, Tathagata Acharya, Luis Cabrales, Jesse Bergkamp, and Nyakundi M. Michieka. A New Materials and Design Approach for Roads, Bridges, Pavement, and Concrete. Mineta Transportation Institute, 2020. http://dx.doi.org/10.31979/mti.2019.1858.

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Rahman, Mohammad, Ahmed Ibrahim, and Riyadh Hindi. Bridge Decks: Mitigation of Cracking and Increased Durability—Phase III. Illinois Center for Transportation, 2020. http://dx.doi.org/10.36501/0197-9191/20-022.

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Early-age cracking in concrete decks significantly reduces the service life of bridges. This report discusses the application of various concrete mixtures that include potential early mitigation ingredients. Large-scale (7 ft × 10 ft) experimental bridge prototypes with similar restraint conditions found in actual bridges were poured with different concrete mixtures to investigate mitigation techniques. Portland cement (control), expansive Type K cement, internally cured lightweight aggregate (LWA), shrinkage-reducing admixture (SRA), and gypsum mineral were investigated as mitigating ingredie

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