Relevant bibliographies by topics / Composite bridges

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Composite bridges'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Composite bridges"

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Bakht, Baidar, and Tharmalingham Tharmabala. "Steel–wood composite bridges and their static load response." Canadian Journal of Civil Engineering 14, no. 2 (1987): 163–70. http://dx.doi.org/10.1139/l87-028.

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The proposed steel–wood composite bridges incorporate longitudinal steel girders which are composite with wood deckings consisting of longitudinal laminates. The laminated decking is usually transversely prestressed. By orienting the laminates longitudinally, advantage can be taken in longitudinal bending of the dominant modulus of elasticity of wood. The paper shows that the load-carrying capacity of an existing slab-on-girder bridge with steel girders and deteriorated noncomposite concrete deck slab can be considerably enhanced by using the proposed system. The paper presents results of stat
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Shekar, Vimala, Samer H. Petro, and Hota V. S. GangaRao. "Fiber-Reinforced Polymer Composite Bridges in West Virginia." Transportation Research Record: Journal of the Transportation Research Board 1819, no. 1 (2003): 378–84. http://dx.doi.org/10.3141/1819b-48.

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Fiber-reinforced polymer (FRP) composites have been used more often over the past decade than before in new construction as well as in repair of deteriorated bridges. Many of these bridges are on low-volume roads, where they receive very little attention. It is imperative that new bridge construction or repair be long lasting, nearly maintenance free, and as economical as possible. Relative to those factors, FRP composite bridges have been found to be structurally adequate and feasible because of their reduced maintenance cost and limited environmental impact (i.e., no harmful chemicals leachi
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Szelka, Janusz, and Zbigniew Kamyk. "The application of composites (FRP) in military bridges." Budownictwo i Architektura 12, no. 2 (2013): 063–70. http://dx.doi.org/10.35784/bud-arch.2074.

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The needs of expeditionary forces involve the use of light-weight, short-span bridges so that their transport by air would be possible. A project which is currently developed in USA aims at the elaboration of a Composite Army Bridge (CAB) assault bridge and a Modular Composite Bridge – MCB logistic bridge. In 2004 CAB successfully underwent fatigue tests. A 14 m-long, all-composite treadway bridge span was loaded by using an MLC 100 vehicle and it withstood 20 000 load cycles. The MCB will be constructed by7 m of box modules and a 6.5 m access ramp. A 26 m-long and 4 m-wide bridge span is to p
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Ellobody, Ehab. "Finite element modelling and design of composite bridges with profiled steel sheeting." Advances in Structural Engineering 20, no. 9 (2016): 1406–30. http://dx.doi.org/10.1177/1369433216678865.

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This article discusses the non-linear analysis and design of highway composite bridges with profiled steel sheeting. A three-dimensional finite element model has been developed for the composite bridges, which accounted for the bridge geometries, material non-linearities of the bridge components, bridge boundary conditions, shear connection, interactions among bridge components and bridge bracing systems. The simply supported composite bridge has a span of 48 m, a width of 13 m and a depth of 2.3 m. The bridge components were designed following the European code for steel–concrete composite br
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Helba, Alaa, and John B. Kennedy. "Skew composite bridges — analyses for ultimate load." Canadian Journal of Civil Engineering 22, no. 6 (1995): 1092–103. http://dx.doi.org/10.1139/l95-127.

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The ultimate limit state design for composite skew bridges with slab-on-I-steel girders requires a reliable prediction of their ultimate load capacity. In this paper, the results from a yield-line analysis of prototype composite bridges subjected to OHBDC truck loading are presented and compared with the results from a nonlinear finite element analysis of such prototype skew bridges. The favourable comparison between the two sets of results indicates that the collapse loads of skew composite bridges can be reliably and readily predicted by the yield-line method of analysis. Equations useful fo
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Grace, Nabil F., and John B. Kennedy. "Dynamic response of two-span continuous composite bridges." Canadian Journal of Civil Engineering 15, no. 4 (1988): 579–88. http://dx.doi.org/10.1139/l88-078.

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With the continuing trend towards lighter and more flexible continuous composite bridges, problems of vibration are becoming increasingly more important. Furthermore, fatigue cracking can be a real problem in such bridges when subjected to several thousands of resonance cycles over its life. In this paper the dynamic response of continuous composite bridges and the influence of repeated loading at resonance frequency on the structural response are investigated. A closed-form series solution based on orthotropic plate theory is developed to predict the natural frequencies of two-span continuous
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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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Liu, Cheng, Jiansheng Fan, and Lifa Xiong. "Research Progress on the Temperature Field of Steel-Concrete Composite Bridge." E3S Web of Conferences 136 (2019): 04072. http://dx.doi.org/10.1051/e3sconf/201913604072.

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The research of the temperature effect of steel-concrete composite bridges is of great significance to ensure the safety and durability. The latest research progress in the field of composite bridge temperature field is introduced, including the temperature field test of indoor and outdoor composite bridge, the fine finite element model of bridge temperature field and temperature distribution law of composite bridge. The study proposes two vertical temperature distribution modes of composite bridges under the action of sunlight, which can be used as reference for composite bridge design.
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Wang, Chun Sheng, Xiao Liang Zhai, Jing Wei Zhu, and Shuang Jie Zheng. "Research and Application of Composite Girder with Concrete Filled Tubular Flange." Advanced Materials Research 250-253 (May 2011): 2538–41. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2538.

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In order to promote the applications of steel and concrete composite girder with concrete-filled tubular up-flange (SCCGCFTF) in practical bridge engineering, some actual issues for SCCGCFTF bridge structures have been discussed. The finite element static and dynamic analysis models of SCCGCFTF and conventional composite I-shape girder (CCIG) bridge structures were established. Then the stiffness, stress and dynamic characteristics of these composite girder bridges were studied and compared. Based on the numerical analysis results, the mechanical characters of SCCGCFTF bridges are obtained, an
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Ding, Yanchao, Zhongfu Xiang, Yayong Li, Xuesong Zhang, and Yin Zhou. "Mechanical System Evolution and Reasonable Structural Design Parameters of Long-Span Deck-Type Beam-Arch Composite Rigid Frame Bridge." International Journal of Design & Nature and Ecodynamics 15, no. 6 (2020): 885–93. http://dx.doi.org/10.18280/ijdne.150614.

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Long-span deck-type beam-arch composite rigid frame (BACRF) bridge fully integrates the merits of arch bridges and beam bridges, and overcomes the cracking and deflection problems of continuous rigid frame bridges. As a perfect combination of beam bridges and arch bridges, the long-span deck-type BACRF bridge boasts a light structure, a strong bearing capacity, and a powerful spanning capability. From the perspective of mechanical system evolution, this paper theoretically analyzes the structural mechanics of the beam-arch composite system, establishes a half-bridge model for BACRF bridge, and
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Dissertations / Theses on the topic "Composite bridges"

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Lythell, Markus, and Jonathan Stenberg. "Cost optimization of composite bridges." Thesis, KTH, Bro- och stålbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-289211.

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Today in most design offices the practice when designing infrastructure is to adopt a trial-and-error based approach. This means that one solution to the problem is evaluated and based on the results the design is altered. This process is then repeated until satisfactory results have been achieved. This is an iterative process and in this project, a software has been developed as a tool for the practicing engineer to use for preliminary design. The software carries out this iterative process and optimizes the solution using algorithms. The software is developed to evaluate road traffic composi
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Jinka, Chandra Sekhar. "Dynamic response evaluation of fiber reinforced composite bridge decks and bridges." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3182.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains xvi, 167 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 144-148).
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Alqennah, Hasan. "Detection of subsurface anomalies in composite bridge decks using infrared thermography." Morgantown, W. Va. : [West Virginia University Libraries], 2000. http://etd.wvu.edu/templates/showETD.cfm?recnum=1467.

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Thesis (M.S.)--West Virginia University, 2000.<br>Title from document title page. Document formatted into pages; contains x, 85 p. : ill. (some col.), maps (some col.). Includes abstract. Includes bibliographical references (p. 83-85).
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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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Desai, Amit Valmick. "Finite element analysis of composite bridge deck joints." Morgantown, W. Va. : [West Virginia University Libraries], 2007. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5193.

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Thesis (M.S.)--West Virginia University, 2007.<br>Title from document title page. Document formatted into pages; contains x, 101 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 97-101).
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Menkulasi, Fatmir. "Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges." Diss., Virginia Tech, 2014. http://hdl.handle.net/10919/50413.

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The inverted T-beam bridge system provides an accelerated bridge construction alternative for short-to-medium-span bridges. The system consists of adjacent precast inverted T-beams finished with a cast-in-place concrete topping. The system offers enhanced performance against reflective cracking, and reduces the likelihood of cracking due to time dependent effects. The effects of transverse bending due to concentrated wheel loads are investigated with respect to reflective cracking. Transverse bending moment are quantified and compared to transverse moment capacities provided by a combination
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Nelson, Douglas A. "Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/24425.

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The objective of the research presented in this thesis was to develop a concrete bridge deck topping mixture that resists the effects of differential shrinkage by decreasing shrinkage and increasing creep. . In addition, the amount of tensile creep that concrete experiences under long-term tensile stresses were quantified and compared to compressive creep values in order to gain a better understanding of how concrete behaves under tension. Test results show that the amount of tensile creep exceeded compressive creep by a factor of 2-5. Various shrinkage and creep models were compared against
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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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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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Matta, Fabio. "Innovative solutions in bridge construction, rehabilitation, and structural health monitoring." Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.umr.edu/thesis/pdf/MattaPhD_Dissertation_09007dcc8038f8b1.pdf.

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Thesis (Ph. D.)--University of Missouri--Rolla, 2007.<br>Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed November 15, 2007) Includes bibliographical references.
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Books on the topic "Composite bridges"

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Hayward, Alan C. G. Composite steel highway bridges. British Steel, 1997.

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Steel-concrete composite bridges. Thomas Telford, 2005.

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

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

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Radford, D. W. Composite repair of timber structures. Dept. of Mechanical Engineering, Colorado State University, 2000.

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

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Hughes, G. Longitudinal shear in composite concrete bridge beams. Transport and Road Research Laboratory, 1986.

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Hughes, G. Longitudinal shear in composite concrete bridge beams. Transport and Road Research Laboratory, 1987.

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Grace, Nabil F. Environmental/durability evaluation of FRP composite strengthened bridges. Lawrence Technological University, Civil Engineering Dept., 2003.

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Kissane, Robert J. Lateral restraint of non-composite beams. New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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Book chapters on the topic "Composite bridges"

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Dubas, P. "Composite Bridges New Developments in Europe." In Advanced Problems in Bridge Construction. Springer Vienna, 1991. http://dx.doi.org/10.1007/978-3-7091-2614-1_4.

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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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Seidl, Günter, Mislav Stambuk, Wojciech Lorenc, Tomasz Kołakowski, and Edward Petzek. "Economic Composite Constructions for Bridges: Construction Methods Implementing Composite Dowel Strips." In The Eight International Conference "Bridges in Danube Basin". Springer Fachmedien Wiesbaden, 2013. http://dx.doi.org/10.1007/978-3-658-03714-7_3.

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Nowak, Andrzej S., and Sami W. Tabsh. "Sensitivity Analysis for Composite Steel Girder Bridges." In Lecture Notes in Engineering. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84362-4_25.

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Ademovic, Naida. "Static and Dynamic Indicators for Composite Bridges." In Lecture Notes in Networks and Systems. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-71321-2_59.

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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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Petzek, Edward, Luiza Toma, Elena Meteş, Radu Băncilă, and Victor Schmitt. "VTR® – A Modern Composite Bridge Concept." In The Eight International Conference "Bridges in Danube Basin". Springer Fachmedien Wiesbaden, 2013. http://dx.doi.org/10.1007/978-3-658-03714-7_24.

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Wolff, Reinhard, and Hans-Joachim Miesseler. "Prestressing with Fibre Composite Materials and Monitoring of Bridges with Sensors." In Bridge Management. Springer US, 1990. http://dx.doi.org/10.1007/978-1-4899-7232-3_35.

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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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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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Conference papers on the topic "Composite bridges"

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Zobel, Henryk, Wojciech Karwowski, Agnieszka Golubińska, and Thakaa Al-Khafaji. "Fire of steel and composite beam bridges." 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.2019.0724.

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&lt;p&gt;The problem of bridge fires is growing. Because of a bad experience in Poland, it was decided to improve fire resistance of long span bridge structures, and of cable-stayed bridges in particular. Statistics shows that fire is a real threat to this kind of structure. They also confirm that the worst results of fire are for those with an orthotropic deck rather than with a concrete one. The basic problems to solve are how to predict fire resistance of a particular bridge and how to ensure safety and structural integrity of the bridge structure. Taking into account the fact that bridge s
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Peiris, Abheetha, and Issam Elias Harik. "Steel Girder Bridge with RC Deck Retrofit From Non-Composite to Composite Behaviour." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.1964.

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In the past, a number of steel girder-reinforced concrete deck bridges on county roads in the United States have been built as non-composite. Most of these bridges currently have load postings limiting the capacity of bus and truck loads on their roadways. Recent research showed that post installed high strength bolts could be used as shear connectors in rehabilitation work to achieve partial composite design by deploying 30% to 50% of the connectors typically required for a full composite design. This paper presents details on the analysis, design, and field application of post-installed shea
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Kuhlmann, Ulrike, Simon Bove, Stephanie Breunig, and Karl Drebenstedt. "Fatigue of steel bridges." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7212.

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Highway and railway bridges are exposed to cyclic stressing due to traffic loads and, therefore, have to be evaluated concerning fatigue. In most cases the fatigue evaluation is performed according to Eurocode 3 Part 1-9 on nominal stresses. To apply this nominal stress approach a detail catalogue is required classifying all relevant constructional details in terms of fatigue. Unfortunately, the existing detail catalogue of Eurocode 3 Part 1-9 reflects the state of the art of the 1990s and misses constructional details being important for today’s bridge design. As an example the derivation of
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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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Sh., Urushadze, Frýba L., Škaloud M., and Zörnerová M. "Fatigue Behaviour of Steel Bridges." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_bs-th039.

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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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Takahashi, Yusuke, Yusuke Imagawa, and Osamu Ohyama. "Analytical study on evaluation of residual strength for steel-concrete composite girder bridge after fire." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0729.

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&lt;p&gt;Fire damage to bridges occurs frequently in Japan and in other countries. Previous bridge fire accidents suggest that it is important to understand the structural performance of the bridges after their exposure to fire. The authors have studied the evaluation of the stress of the steel- concrete composite girder bridges as a simply supported bridge damaged by fire. First of all, fire test was carried out to clarify the temperature distribution of the composite girder and a static loading tests before and after fire were conducted to confirm the effect of the reduction of rigidity from
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Wheat, Harovel G., James O. Jirsa, David W. Fowler, and Emily Berver. "Corrosion Damage in Composite-Wrapped Structures." In International Conference on High Performance Materials in Bridges. American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40691(2003)9.

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Tao, Zhang. "Thermal Behavior of Composite Girder Bridges." In 2009 Second International Conference on Information and Computing Science. IEEE, 2009. http://dx.doi.org/10.1109/icic.2009.393.

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Battles, E. P., H. J. Dagher, and B. Abdel-Magid. "Durability of Wood-FRP Composite Bridges." In Structures Congress 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)190.

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Reports on the topic "Composite bridges"

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Al-Chaar, Ghassan, Steven Sweeney, Richard Lampo, and Marion Banko. Full-scale testing of thermoplastic composite I-Beams for bridges. Construction Engineering Research Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/22641.

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Starbuck, J. M., C. R. Luttrell, and G. Aramayo. Halliburton Composite Bridge Plug Assembly. Office of Scientific and Technical Information (OSTI), 2005. http://dx.doi.org/10.2172/944074.

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Rodriguez, J. G., C. Dumlao, A. T. Ciolko, T. J. Pfister, and E. R. Schmeckpeper. Test and evaluation plan for the composite bridge. Office of Scientific and Technical Information (OSTI), 1997. http://dx.doi.org/10.2172/561180.

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Lampo, Richard G., Barry K. Myers, Karl Palutke, and Darryl M. Butler. Remote Performance Monitoring of a Thermoplastic Composite Bridge at Camp Mackall, NC. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada576173.

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Xiang, Da, Yuqing Liu, and Xiaoqing Xu. STUDY ON SLAB TRANSVERSE MOMENT DISTRIBUTION IN TWIN GIRDER CROSS-BEAM COMPOSITE BRIDGE. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.041.

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Palutke, Karl, Richard G. Lampo, Lawrence Clark, James Wilcoski, Rick Miles, and Darrel Skinner. Demonstration and Validation of a Lightweight Composite Bridge Deck Technology as an Alternative to Reinforced Concrete. Defense Technical Information Center, 2016. http://dx.doi.org/10.21236/ad1016971.

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Teng, Ming-Hung, Elisa Sotelino, and Wai-Fah Chen. Monitoring of Long-Term Performance of Highway Bridge Columns Retrofitted by Advanced Composite Jackets in Indiana. Purdue University, 2000. http://dx.doi.org/10.5703/1288284313274.

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Lampo, Richard, Thomas Nosker, George Nagle, Sarah Nemeth, Karl Palutke, and Lawrence Clark. Demonstration of thermoplastic composite I-beam design bridge at Camp Mackall, NC : final report on Projects FY08-16 and FY09-31. Construction Engineering Research Laboratory (U.S.), 2018. http://dx.doi.org/10.21079/11681/26030.

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Modular FRP Composite Bridge Deck. Purdue University, 2007. http://dx.doi.org/10.5703/1288284315728.

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Special Issue on “Fatigue Performance of Steel and Composites Bridges”. The Hong Kong Institute of Steel Construction, 2015. http://dx.doi.org/10.18057/ijasc.2015.11.3.

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