Relevant bibliographies by topics / Steel and concrete composite bridges

Contents

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

Academic literature on the topic 'Steel and concrete composite bridges'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Steel and concrete 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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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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Xiang, Zhong Fu, and Yong Zeng. "Chongqing Bridge and its Combination Bridge." Applied Mechanics and Materials 147 (December 2011): 45–49. http://dx.doi.org/10.4028/www.scientific.net/amm.147.45.

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A brief introduction is given about the history and current situation of Chongqing Bridge. Several combination bridges are introduced in detail about structure characteristic and innovation: Chongqing Wushan Yangtze River Bridge--steel tube- concrete composite arch bridge; Twinning of Chongqing Yangtze River Bridge--steel-concrete composite rigid frame bridge; Chaotianmen Yangtze River Bridge --steel truss - arch composite bridge; Caiyuanba Yangtze River Bridge --Rigid Frame - Tied Arch Bridge.
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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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Li, Wulin, Pedro Albrecht, and Hamid Saadatmanesh. "Strengthening of Composite Steel-Concrete Bridges." Journal of Structural Engineering 121, no. 12 (1995): 1842–49. http://dx.doi.org/10.1061/(asce)0733-9445(1995)121:12(1842).

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Salem, Adel H., Mohamed A. El-Aghoury, Ezzeldin Y. Sayed-Ahmed, and Tarek S. Moustafa. "Composite steel-free deck bridges: Numerical modelling and pilot parametric study." Canadian Journal of Civil Engineering 29, no. 5 (2002): 662–78. http://dx.doi.org/10.1139/l02-060.

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During the past decade, composite steel-free deck bridges came to reality in Canada through the construction of five bridges. The new structural system enables the construction of a concrete deck that is totally devoid of all internal steel reinforcement. Traditionally, reinforced concrete bridge decks are designed to sustain loads in flexure. The steel-free deck bridge system develops internal compressive forces "internal arching," which leads to failure by punching shear at substantially higher loads than the flexural design load. The fibre-reinforced concrete deck is usually attached to the
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Mishra, Manish. "Review on Analysis of Free Vibrational Horizontally Curved Bridges." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 3463–69. http://dx.doi.org/10.22214/ijraset.2021.36682.

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Curved I-girder concrete bridges give an outstanding answer to urban congestion, traffic, and pollution concerns, but the combined flexibility and torque responses of the bridges make their behavior exceedingly complex. That is why structural design parameters for simplified design procedures are in high demand, as measured by empirical equations. To analyze the effect on the free vibrational reaction of curve composite steel-concreteI-girder bridge with varying vibration parameters, this research employs a sensitivity analysis. To learn the fundamental frequency and the geometric configuratio
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Nguyen, Trong-Chuc, Trong-Phuoc Huynh, Nguyen-Trong Ho, and Al-Amin Abdun Noor. "Evaluating the Effectiveness of Continuous Composite Beams for Steel-Concrete Bridges and Control Concrete Cracks of the Supports at an Early Age." E3S Web of Conferences 97 (2019): 03007. http://dx.doi.org/10.1051/e3sconf/20199703007.

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This study presents a solution to contextualized span bridges constructed with composite steel girders with reinforced concrete slabs by reinforced concrete. This kind of structure, in comparison with a simple span, has many advantages as overcoming internal forces, reducing large displacements and cutting the number of expansion joints. Also, numerical simulations were conducted to evaluate the effectiveness of continuous composite beams for steel-concrete bridges and control of cracking of concrete at the supports at an early age. The models and conclusions in this paper can provide safety g
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Wang, Wei An, Qiao Li, Can Hui Zhao, and Wei Lin Zhuang. "Dynamic Properties of Long-Span Steel-Concrete Composite Bridges with External Tendons." Advanced Materials Research 831 (December 2013): 359–63. http://dx.doi.org/10.4028/www.scientific.net/amr.831.359.

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The dynamic performance of large-span steel-concrete composite bridges with external tendons is investigated by deriving the formula of equivalent damping ratios of composite bridges, and by considering the influence of shear connectors stiffness of composite girders, external tendons, and pile-soil dynamic interactions on the dynamic properties of steel-concrete composite bridge. Finite element analysis indicates that the equivalent damping ratio has a significant influence on the dynamic response and damping coefficient adjusted must be conducted in structural dynamic analysis.
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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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Dissertations / Theses on the topic "Steel and concrete composite bridges"

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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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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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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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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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Hatlee, Jonathan Russell. "The Viability of Steel-Concrete Composite Girder Bridges with Continuous Profiled Steel Deck." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/34208.

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The continuous permanent metal deck form system provides a quick and efficient method of constructing short-span, simply supported composite steel girder bridges. However, because shear studs can only be welded to the girder through the steel deck at rib locations, the number of shear stud locations is limited to the number of ribs in the shear span while the spacing of the shear studs is restricted to the rib spacing of the steel deck. This results in a condition where various provisions of the AASHTO LRFD Bridge Design Specifications (2007) cannot be satisfied, including shear stud fatigue s
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Seracino, R. "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading /." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09PH/09phs481.pdf.

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Suwaed, Ahmed. "Development of novel demountable shear connectors for precast steel-concrete composite bridges." Thesis, University of Warwick, 2017. http://wrap.warwick.ac.uk/90318/.

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Two novel demountable shear connectors for precast steel-concrete composite bridges are presented. The connectors use high-strength steel bolts, which are fastened to the steel beam with the aid of a special locking configuration that prevents slip of bolts within their holes. Moreover, the connectors promote accelerated construction and overcome typical construction tolerances issues of precast structures. Most importantly, the connectors allow bridge disassembly, and therefore, can address different bridge deterioration scenarios with minimum disturbance to traffic flow, i.e. (1) precast dec
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Nour, Said Ibrahim. "Load distribution in curved composite concrete deck-steel multiple-spine box girder bridges." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/MQ62260.pdf.

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Cook, Wesley J. "Destructive Testing of Composite Precast Concrete Deck Panels and Buil-up Steel Plate Girders." DigitalCommons@USU, 2010. http://digitalcommons.usu.edu/etd/946.

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The Utah Department of Transportation (UDOT) has implemented the use of precast concrete panels for bridge deck construction. A bridge utilizing these panels as a reconstruction method was decommissioned three years after the new deck installation, due to unrelated matters. Two sections of this bridge were salvaged and sent to Utah State University (USU) for destructive testing. Each bridge section consisted of two built-up steel plate girders intact with the precast concrete deck panels. The precast panels were designed and constructed to achieve full composite action between the deck and
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Skoglund, Oskar. "Innovative structural details using high strength steel for steel bridges." Licentiate thesis, KTH, Bro- och stålbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259949.

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The use of high strength steel has the potential to reduce the amount of steel used in bridge structures and thereby facilitate a more sustainable construction. The amount of steel and what steel grade that can be used in bridge structures and other cyclic loaded structures are often limited by a material degradation process called fatigue. The fatigue resistance of steel bridges are to a large extent depending on the design of structural details and connections. The design engineer is limited by a few pre-existing structural details and connections – with rather poor fatigue resistance – to c
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Books on the topic "Steel and concrete composite bridges"

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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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P, Johnson R., ed. Designers' guide to EN 1994-2 Eurocode 4: Design of composite steel and concrete structures. Thomas Telford, 2006.

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Ranzi, Gianluca, ed. Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.

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&lt;p&gt;Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance. &lt;p&gt;The time-dependent response of concrete and its infl uence on the service behaviour and design of composite structures are the main focus of this SED. For the fi rst time, a publication combines a state-of-the-art review of the research with the available design specifi cations of Europe, Australia and New Zealand, and USA. This p
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Hayward, Alan C. G. Composite steel highway bridges. British Steel, 1997.

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

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Composite structures of steel and concrete. 2nd ed. Blackwell Scientific, 1994.

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Johnson, Roger P. Composite Structures of Steel and Concrete. John Wiley & Sons, Ltd, 2018. http://dx.doi.org/10.1002/9781119401353.

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Composite Structures of Steel and Concrete. John Wiley & Sons, Ltd., 2008.

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

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Book chapters on the topic "Steel and concrete composite bridges"

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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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Stroscio, Riccardo. "Steel-Concrete Composite Flat Arch Bridge." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_301.

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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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Besem, P. H., M. Wouters, and C. Warnon. "The Repair of a Composite Concrete—Steel Bridge." In Bridge Management. Springer US, 1990. http://dx.doi.org/10.1007/978-1-4899-7232-3_65.

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Geng, Yue, Gianluca Ranzi, Yu-yin Wang, Raymond Ian Gilbert, and Sumei Zhang. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch5.

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&lt;p&gt;This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite columns. This is followed by an overview of the time-dependent response of concrete (specific to composite columns) and an introduction to concrete confinement. The main part of the chapter is devoted to the state-of-the-art review on how concrete time effects influence the long-term and ultimate behaviour of concrete-filled steel tube (CFST) columns, and on the combined effects produced by sustained loading and chloride corrosion on CFST columns. The review then deals with the long-term behaviour of concrete-filled double skin tube (CFDST) and encased composite columns. The final parts of the chapter provide a review of the time-dependent differential axial shortening (DAS) in vertical components of multi-storey buildings and on the long-term response of arch bridges.&lt;/p&gt;
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Pérez Caldentey, Alejandro, Luigino Dezi, Javier Jordán, Graziano Leoni, Gianluca Ranzi, and Raymond Ian Gilbert. "Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete bridges." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch8.

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&lt;p&gt;This chapter introduces three case studies that describe how aspects related to the serviceability limit state design associated with the time-dependent behaviour of concrete can be considered in a design situation. The first case study considers the Oxec II Bridge in Guatemala. It provides an overview of the stress verification of the steel section of the composite bridge and accounts for concrete time effects to capture the stress redistribution that occurs between the concrete and the steel components. The second case study deals with the Yalquincha Viaduct in Chile and provides an overview of the type of long-term analyses that can be carried out when considering the influence of different cross-sectional arrangements on the time-dependent response of the bridge. The last case study focusses on the Serra Cazzola Viaduct in Italy and highlights the opportunities available to designers in exploiting optimised casting sequences to reduce the time-dependent stresses induced in the concrete and, therefore, mitigate the likelihood of concrete cracking.&lt;/p&gt;
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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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Ranzi, Gianluca, Graziano Leoni, Raymond Ian Gilbert, Luigino Dezi, and Riccardo Zandonini. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete beams." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch4.

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&lt;p&gt;This chapter provides an overview of the work carried out to date on the long-term behaviour of composite steel-concrete beams. In the first part of the chapter, a description of the components forming a composite member is presented. This is followed by an outline of the main kinematic concepts, such as full and partial shear interaction, that influence the structural response of this form of construction due to the flexibility of the shear connection provided between the concrete and steel components. The review of the work performed on the time-dependent behaviour of concrete and its influence on the long-term structural response of composite beams for building and bridge applications is then presented. The modelling and experimental work considered in the review highlights the importance of considering concrete time effects, when predicting the in-service response of composite beams.&lt;/p&gt;
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Benedetti, Lorenzo, Paolo Borlenghi, Manuel D’Angelo, et al. "Multidisciplinary Investigations of a Steel–Concrete Composite Bridge." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-74258-4_50.

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Conference papers on the topic "Steel and concrete composite bridges"

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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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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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Lebet, Jean-Paul, and Jean-Marc Ducret. "Early Concrete Cracking of Composite Bridges during Construction." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)2.

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Lebet, Jean-Paul. "New Steel-Concrete Shear Connection for Composite Bridges." In International Conference on Composite Construction in Steel and Concrete 2008. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)6.

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Hirt, Manfred A., and Alain Nussbaumer. "Tubular Trusses for Steel-Concrete Composite Bridges." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796119988.

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Abe, Hidehiko, and Tetsuya Hosaka. "Flexible Shear Connectors for Railway Composite Girder 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)7.

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Martínez-Calzón, Julio. "Two Original Solutions for Large Composite Launched 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)81.

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Kwon, Gunup, Michael D. Engelhardt, and Richard E. Klingner. "Developing Composite Action in Existing Non-Composite Steel Girder Bridges." In International Conference on Composite Construction in Steel and Concrete 2008. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)60.

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Hanswille, Gerhard. "The New German Design Code for 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)2.

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Reports on the topic "Steel and concrete composite bridges"

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Pedro F., Rodrigues, Vellasco Pedro C. G. da S., Lima Luciano R. O. de, Silva André T. da, Rodrigues Monique C., and Sarmanho Arlene M. C. EXPERIMENTAL EVALUATION OF COMPOSITE TUBULAR COLUMNS CFDST (STAINLESS STEEL–CONCRETE–CARBON STEEL). The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/icass2018.p.025.

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Guo, Yu-Tao, Jian-Sheng Fan, and Jian-Guo Nie. THE NEW TREND OF COMPARTMENT STEEL-CONCRETE-STEEL COMPOSITE STRUCTURES IN IMMERSED TUNNELS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.100.

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Buru, Stefan M., and Cosmin G. Chiorean. PRACTICAL NONLINEAR INELASTIC ANALYSIS METHOD OF 3D COMPOSITE STEEL-CONCRETE FRAMEWORKS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.139.

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Chen, Zhenming, Xi Wu, and Lei Jiang. THE KEY TECHNOLOGY FOR CONSTRUCTION OF CONCRETE-FILLED STEEL TUBULAR COMPOSITE COLUMN. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.098.

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Chen, Weile, Shenyou Song, Wenliang Jin, Yuqing Liu, and Yongxuan Li. LATERAL STATIC ANALYSIS ON STEEL-CONCRETE-STEEL COMPOSITE STRUCTURE IN IMMERSED TUNNEL OF SHENZHEN-ZHONGSHAN LINK. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.088.

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Feng, Zhili, Wei Zhang, Jy-An John Wang, and Fei Ren. Manufacturing Cost Analysis of Novel Steel/Concrete Composite Vessel for Stationary Storage of High-Pressure Hydrogen. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1072154.

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ZHANG, Qing-Jie, and Markus SCHÄFER. COMPARISON OF EN1994-1-1 AND CHINESE JGJ138-2016 FOR DESIGN OF COMPOSITE STRUCTURES OF STEEL AND CONCRETE. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.130.

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Wang, Yao, Mirela D. Tumbeva, and Ashley P. Thrall. Evaluating Reserve Strength of Girder Bridges Due to Bridge Rail Load Shedding. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317308.

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This research experimentally and numerically evaluated the reserve strength of girder bridges due to bridge rail load shedding. The investigation included: (1) performing non-destructive field testing on two steel girder bridges and one prestressed concrete girder bridge, (2) developing validated finite element numerical models, and (3) performing parametric numerical investigations using the validated numerical modeling approach. Measured data indicated that intact, integral, reinforced concrete rails participate in carrying live load. Research results culminated in recommendations to evaluat
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Yan, Yujie, and Jerome F. Hajjar. Automated Damage Assessment and Structural Modeling of Bridges with Visual Sensing Technology. Northeastern University, 2021. http://dx.doi.org/10.17760/d20410114.

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Recent advances in visual sensing technology have gained much attention in the field of bridge inspection and management. Coupled with advanced robotic systems, state-of-the-art visual sensors can be used to obtain accurate documentation of bridges without the need for any special equipment or traffic closure. The captured visual sensor data can be post-processed to gather meaningful information for the bridge structures and hence to support bridge inspection and management. However, state-of-the-practice data postprocessing approaches require substantial manual operations, which can be time-c
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Han, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells, and Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.

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The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and replaced by a new seven-span concrete bridge. The new bridge consists of two end-bents (bent 1 and bent 8) and six interior piers (pier 2 to pier 7) that are founded on closed-ended and open-ended driven pipe piles, respectively. During bridge construction, one of the bridge piers (pier 7) and its foundation elements were selected for instrumentation for monitoring the long-term response of the bridge to dead and live loa
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