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Journal articles on the topic 'Composite bridges'

Author: Grafiati

Published: 4 June 2021

Last updated: 2 February 2022

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Hällmark, Robert, Peter Collin, and Martin Nilsson. "Prefabricated Composite Bridges." IABSE Symposium Report 96, no. 9 (2009): 107–17. http://dx.doi.org/10.2749/222137809796078748.

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12

Kuntiyawichai, Kittisak, and Suchart Limkatanyu. "Effects of CFRP Strengthening on Dynamic and Fatigue Responses of Composite Bridge." Advances in Materials Science and Engineering 2014 (2014): 1–10. http://dx.doi.org/10.1155/2014/784162.

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This paper investigates the effect of CFRP strengthening on dynamic and fatigue responses of composite bridge using finite element program ABAQUS. Dynamic and fatigue responses of composite bridge due to truck load based on AASHTO standard are investigated. Two types of CFRP strengthening techniques, CFRP sheets and CFRP deck, are applied to both the damaged and undamaged bridges. For the case of damaged bridge, two through-thickness crack sizes, 3 mm and 6 mm in depth, are assumed at midspan of the steel girders. Furthermore, effects of the number of steel girders on the dynamic and fatigue r

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13

Siwowski, Tomasz, and Piotr Żółtowski. "Strengthening Bridges with Prestressed CFRP Strips." Selected Scientific Papers - Journal of Civil Engineering 7, no. 1 (2012): 79–86. http://dx.doi.org/10.2478/v10299-012-0021-2.

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Abstract Limitation of bridge’s carrying bearing capacity due to aging and deterioration is a common problem faced by road administration and drivers. Rehabilitation of bridges including strengthening may be applied in order to maintain or upgrade existing bridge parameters. The case studies of strengthening of two small bridges with high modulus prestressed CFRP strips have been presented in the paper. The first one - reinforced concrete slab bridge - and the other - composite steel-concrete girder bridge - have been successfully upgraded with quite new technology. In both cases the additiona

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14

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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15

Ebeido, Tarek, and John B. Kennedy. "Girder moments in simply supported skew composite bridges." Canadian Journal of Civil Engineering 23, no. 4 (1996): 904–16. http://dx.doi.org/10.1139/l96-897.

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The evaluation of girder moments in composite bridges becomes more urgent with the trend to increasing truck loads. The method specified by the American Association of State Highway and Transportation Officials for such an evaluation depends only on the centre-to-centre girder spacing. This method does not account for skew and therefore is extremely conservative for skew composite bridges, since the presence of skew reduces the longitudinal moments in the girders. The method proposed by the Ontario Highway Bridge Design Code (OHBDC) depends on the longitudinal and transverse rigidities of the

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16

Ebeido, Tarek, and John B. Kennedy. "Shear distribution in simply supported skew composite bridges." Canadian Journal of Civil Engineering 22, no. 6 (1995): 1143–54. http://dx.doi.org/10.1139/l95-132.

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Composite steel–concrete bridges remain one of the most common types built. Proper design of new bridges and evaluation of existing bridges requires accurate prediction of their structural response to truck loads. The American Association of State Highway and Transportation Officials has traditionally applied a load distribution factor for both moment and shear. The Ontario Highway Bridge Design Code (OHBDC) considers several parameters in establishing load distribution factors for moment. However, the method is limited to bridges with skew parameters less than a certain value specified in the

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17

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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18

Cheung, M. S., and S. H. C. Foo. "Design of horizontally curved composite box-girder bridges: a simplified approach." Canadian Journal of Civil Engineering 22, no. 1 (1995): 93–105. http://dx.doi.org/10.1139/l95-009.

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Because of their excellent torsional capacity, box girders are used extensively in modern bridge construction having curved alignments. Applications of most design codes have been limited to bridges where the radius of curvature is much greater than the span length and cross-sectional dimensions. To meet the practical requirements arising during the design process, simple design methods are needed for curved bridges. This paper presents the results of a parametric study on the relative behaviour of curved and straight box-girder bridges and on the development of a simplified design method for

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19

Seidl, Günter, Edward Petzek, and Radu Bancila. "Composite Dowels in Bridges - Efficient Solution." Advanced Materials Research 814 (September 2013): 193–206. http://dx.doi.org/10.4028/www.scientific.net/amr.814.193.

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The bridges are vital structures for the transport infrastructure; it is a fact that, in the last decades, composite bridges became a well-liked solution in many European countries as a cost-effective and aesthetic alternative to concrete bridges. Their competitiveness depends on several circumstances such as site conditions, local costs of material and staff and the contractors experience. Beside the classical solution, the new ones with efficient design and construction improve and consolidate the market position of the steel construction and steel producing industry. These bridge solutions

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20

Grossman, Madeleine, Florian Bouville, Kunal Masania, and André R. Studart. "Quantifying the role of mineral bridges on the fracture resistance of nacre-like composites." Proceedings of the National Academy of Sciences 115, no. 50 (2018): 12698–703. http://dx.doi.org/10.1073/pnas.1805094115.

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The nacreous layer of mollusk shells holds design concepts that can effectively enhance the fracture resistance of lightweight brittle materials. Mineral bridges are known to increase the fracture resistance of nacre-inspired materials, but their role is difficult to quantify due to the lack of experimental systems where only this parameter is controllably varied. In this study, we fabricate tunable nacre-like composites that are used as a model to experimentally quantify the influence of the density of mineral bridges alone on the fracture properties of nacre-like architectures. The composite

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21

Kwon, Gunup, Michael D. Engelhardt, and Richard E. Klingner. "Strengthening Bridges by Developing Composite Action in Existing Non-Composite Bridge Girders." Structural Engineering International 19, no. 4 (2009): 432–37. http://dx.doi.org/10.2749/101686609789847109.

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22

Le Roy, Robert, Hoai son Pham, and Gilles Foret. "New wood composite bridges." Revue européenne de génie civil 13, no. 9 (2009): 1125–39. http://dx.doi.org/10.3166/ejece.13.1125-1139.

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23

Hällmark, Robert, Peter Collin, and Anders Stoltz. "Innovative Prefabricated Composite Bridges." Structural Engineering International 19, no. 1 (2009): 69–78. http://dx.doi.org/10.2749/101686609787398425.

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24

Abe, Hidehiko, Hans-Peter Andrä, Rolf Grüter, et al. "Steel Composite Railway Bridges." Structural Engineering International 2, no. 4 (1992): 259–67. http://dx.doi.org/10.2749/101686692780608444.

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25

Collin, Peter, and Tore Lundmark. "Competitive Swedish Composite Bridges." IABSE Symposium Report 86, no. 16 (2002): 94–104. http://dx.doi.org/10.2749/222137802796335901.

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26

Collin, Peter, Anders Stoltz, and Mikael Möller. "Innovative Prefabricated Composite Bridges." IABSE Symposium Report 86, no. 16 (2002): 105–15. http://dx.doi.org/10.2749/222137802796335910.

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27

Le Roy, Robert, Hoai Son Pham, and Gilles Foret. "New wood composite bridges." European Journal of Environmental and Civil Engineering 13, no. 9 (2009): 1125–39. http://dx.doi.org/10.1080/19648189.2009.9693178.

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28

Holliday, R. "Composite and wire bridges." British Dental Journal 212, no. 11 (2012): 519. http://dx.doi.org/10.1038/sj.bdj.2012.473.

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29

Vican, Josef, Jaroslav Odrobinak, and Peter Kotes. "Determination of Load-Carrying Capacity of Railway Steel and Concrete Composite Bridges." Key Engineering Materials 691 (May 2016): 172–84. http://dx.doi.org/10.4028/www.scientific.net/kem.691.172.

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In the frame of global European standardization and in consequence of new knowledge related to existing bridges, the need for revision of the service handbook "Determination of load-carrying capacity of railway bridges" grown up. The paper presents general concepts and basic assumptions for determining the railway bridge load-carrying capacity. In contrast to design of a new bridge, additional data related to existing bridge condition and behavior like information from regular inspections and real state of degradation can be taken into account. Based on these data together with the remaining l

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30

Sennah, Khaled, and John B. Kennedy. "Vibrations of horizontally curved continuous composite cellular bridges." Canadian Journal of Civil Engineering 25, no. 1 (1998): 139–50. http://dx.doi.org/10.1139/l97-056.

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The use of cellular-shaped cross sections for highway bridges, especially on curved alignments, is an economical solution because of the high flexural and torsional strength of such sections. This paper summarizes the dynamic characteristics of curved composite multi-cell (contiguous boxes) bridges, continuous over two and three spans. An extensive parametric study, using the finite-element method, was conducted to evaluate the key parameters that may affect the natural frequencies and the corresponding mode shapes for this type of bridge. These parameters are end-diaphragm thickness, number o

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31

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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32

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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33

Razaqpur, A. Ghani, and Afshin Esfandiari. "Redistribution of longitudinal moments in straight, continuous concrete slab – steel girder composite bridges." Canadian Journal of Civil Engineering 33, no. 4 (2006): 471–88. http://dx.doi.org/10.1139/l06-025.

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The effect of loading and geometric parameters on the transverse and longitudinal redistribution of moments in continuous composite bridges, comprising a concrete slab on parallel steel girders, is investigated with the nonlinear finite element method. Fifty bridges are analyzed over their entire range of loading up to failure, and their moment redistribution factors are determined and compared with the relevant predictions of the Canadian Highway Bridge Design Code (CHBDC) and the AASHTO LRFD Bridge Design Specifications. The parameters studied included truck position along the bridge, number

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34

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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35

Cai, Zhehan, Zhijian Wang, Kaiqi Lin, Ying Sun, and Weidong Zhuo. "Seismic Behavior of a Bridge with New Composite Tall Piers under Near-Fault Ground Motion Conditions." Applied Sciences 10, no. 20 (2020): 7377. http://dx.doi.org/10.3390/app10207377.

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Currently, the seismic designs of reinforced concrete (RC) bridges with tall piers are often accomplished following the ductility-based seismic design method. Though the collapses of the RC bridges with tall piers can be avoided, they are likely to experience major damage and loss of functionality when subjected to strong near-fault ground motions. The objectives of this study are to put forward an innovative design concept of a tall-pier system and its application in tall-pier bridges. The concept of the innovative tall-pier system is derived from the principle of earthquake-resilient structu

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36

Kim, Sung Tae, Sung Yong Park, Keun Hee Cho, Jeong Rae Cho, and Byung Suk Kim. "The Applicability Study on the FRP-Concrete Composite Bridge Deck for Cable-Stayed Bridges." Key Engineering Materials 525-526 (November 2012): 593–96. http://dx.doi.org/10.4028/www.scientific.net/kem.525-526.593.

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This study is related to the FRP-concrete composite bridge deck for cable-stayed bridges developed by the Korea Institute of Construction Technology since 2007. This deck disposes a FRP panel at the bottom and is orthotropic owing to its fabrication through pultrusion process. In the cable-stayed bridge applying precast deck, support conditions occur at the cross beam and edge girder. Therefore, need is to verify the performances in the longitudinal and transverse directions when applying the orthotropic deck to cable-stayed bridges. Accordingly, specimens enabling to verify the performance in

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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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38

Yang, Jian Rong, Zuo Xiong Zheng, He Xian Su, and Zheng Cong Lai. "Static Load Test and Modal Analysis of Qingshui River Bridge." Advanced Materials Research 588-589 (November 2012): 166–69. http://dx.doi.org/10.4028/www.scientific.net/amr.588-589.166.

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A load test on a multi-girder concrete bridge of 30m Span having a non-composite deck slab is described. The bridge was designed to have eight simple supported spans, each consisting of a cross section with six RC T beam. Through analyzing the static and dynamic character of bridge structures, calculating efficiency ratio of load test, picking up the results of observation points, it was determined that the girders were acting non-compositely with the concrete deck and that significant restraint was being developed at the bearing supports. Modal analysis and identification ascertain the charac

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39

Battles, Eoin P., Habib J. Dagher, and Beckry Abdel-Magid. "Durability of Composite Reinforcement for Timber Bridges." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 131–35. http://dx.doi.org/10.3141/1696-54.

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Fiber-reinforced polymeric (FRP) composites are materials that are increasing in use in civil engineering applications. Despite the excellent mechanical properties and corrosion resistance offered by these organic matrix materials, their susceptibility to the synergistic effects of stress and environmental weathering hinders their widespread acceptance in civil engineering. The durability of a specific formulation of wood-compatible, pultruded, E-glass–phenolic composite is characterized. This composite is unique because its layered structure and void content make it compatible with standard s

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40

Mohseni, Iman, Amin Ashin, Won Choi, and Junsuk Kang. "Development of Dynamic Impact Factor Expressions for Skewed Composite Concrete-Steel Slab-On-Girder Bridges." Advances in Materials Science and Engineering 2018 (July 10, 2018): 1–9. http://dx.doi.org/10.1155/2018/4313671.

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In order to take into account the dynamic effects of moving vehicles, bridges are designed to carry static loads that are increased by dynamic impact (IFs) factors (or dynamic amplification factors) that are a function of either the span or the first flexural natural frequency of the bridge. However, this approach tends to produce very conservative designs as the IFs are calculated based on a relatively few general parameters, ignoring many significant bridge and truck dynamic characteristics. This paper presents a method for determining more realistic dynamic impact factors for skewed composi

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41

Korotkov, I. A., A. V. Borschev, R. Y. Karavaev та F. S. Vlasenko. "CONSTRUCTION OF СONCRETE-COMPOSITE BRIDGES". Proceedings of VIAM, № 1 (2015): 7. http://dx.doi.org/10.18577/2307-6046-2015-0-1-7-7.

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42

Kennedy, John B., and Mohamed H. Soliman. "Temperature Distribution in Composite Bridges." Journal of Structural Engineering 113, no. 3 (1987): 475–82. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:3(475).

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43

Fu, H. C., S. F. Ng, and M. S. Cheung. "Thermal Behavior of Composite Bridges." Journal of Structural Engineering 116, no. 12 (1990): 3302–23. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:12(3302).

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44

Dunker, Kenneth F., F. Wayne Klaiber, Fouad K. Daoud, and W. W. Sanders. "Strengthening of Continuous Composite Bridges." Journal of Structural Engineering 116, no. 9 (1990): 2464–80. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:9(2464).

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45

Gimsing, Niels J. "The Perspective for Composite Bridges." Structural Engineering International 20, no. 2 (2010): 125. http://dx.doi.org/10.2749/101686610791283614.

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Saul, Reiner. "Bridges with Double Composite Action." Structural Engineering International 6, no. 1 (1996): 32–36. http://dx.doi.org/10.2749/101686696780496067.

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Podworna, M., and M. Klasztorny. "Vertical vibrations of composite bridge/track structure/high-speed train systems. Part 1: Series-of-types of steel-concrete bridges." Bulletin of the Polish Academy of Sciences: Technical Sciences 62, no. 1 (2014): 165–79. http://dx.doi.org/10.2478/bpasts-2014-0018.

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Abstract A new series-of-types of single-span simply-supported railway composite (steel-concrete) bridges, with a symmetric platform, has been designed according to the Polish bridge standards. The designed bridges/viaducts are located on the main railways of the classification coefficient k = +2. A ballasted track structure adapted to high operating speeds has also been designed. The ultimate limit states and the limit states corresponding to the bridges undertaken are collected and discussed. The bridges have been designed in accordance with contemporary art engineering, with geometric and m

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Cha, Taegweon, and Ilyoung Jang. "Analysis of Static Characteristics of Steel Box Girder Bridge being composited High Strength Concrete at the Lower Flange of the Support." Journal of the Korean Society of Hazard Mitigation 21, no. 1 (2021): 219–24. http://dx.doi.org/10.9798/kosham.2021.21.1.219.

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The steel box girder bridge has excellent applicability to curved bridges owing to its large torsional rigidity. In addition, because the weight of the segments is smaller than that of concrete bridges, it also has many applications for medium-range bridges. However, when a bridge with a span greater than 70 m is constructed, the height of the steel box girder increases, which is disadvantageous for the manufacture and transportation of girders and for bridge construction. Therefore, improvements in the construction methods are required to facilitate construction. Therefore, a structural syste

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Peterman, Robert J., and Julio A. Ramirez. "Performance Evaluation of Composite Prestressed Concrete Slab Bridges." Transportation Research Record: Journal of the Transportation Research Board 1740, no. 1 (2000): 12–18. http://dx.doi.org/10.3141/1740-02.

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The results from a research project that evaluated the long-term performance of bridges constructed with composite prestressed concrete panels are summarized. The particular construction system investigated used full-span prestressed concrete panels that would be typical for bridges with spans of 12 m (40 ft) or less. A full-scale bridge specimen was constructed and subjected to 5 million cycles of service loading and 48 weeks of durability exposure cycling. This was done to assess the potential for delamination as well as the resistance to chloride-induced reinforcement corrosion. The exposur

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Goroumaru, H., K. Shiraishi, H. Hara, and T. Komori. "Prediction of Low Frequency Noise Radiated from Vibrating Highway Bridges." Journal of Low Frequency Noise, Vibration and Active Control 6, no. 4 (1987): 155–66. http://dx.doi.org/10.1177/026309238700600403.

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Low frequency noise radiated from highway bridges due to fast moving heavy vehicles, is giving rise to a new traffic problem. In order to solve this problem, it is necessary to consider the reduction of noise and control of bridge vibrations. In this research, measurements of low frequency noise radiated from highway bridges and measurements of bridge vibration were carried out. From these results, the radiation efficiency of the slabs of the highway bridges was determined. Four types of bridge were measured, steel composite girder bridges, steel plate girder bridges, steel truss bridges and P

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