Relevant bibliographies by topics / Skew bridge deck

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

Academic literature on the topic 'Skew bridge deck'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Skew bridge deck"

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Hanchate, Ms Ashwini. "Effect of Skew Angles on Longitudinal Girder and Deck Slab of Prestressed Concrete T Beam Girder Bridges." International Journal for Research in Applied Science and Engineering Technology 9, no. 10 (2021): 414–20. http://dx.doi.org/10.22214/ijraset.2021.38432.

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Abstract: The present paper shows the effects of varying skew angles on pre-stressed concrete (PSC) bridges using finite elemental method. Studies are carried out on PSC bridge decks to understand the influence of skew angle and loading on behaviour of bridges. The results of skewed bridges are compared with straight bridges for IRC Class AA Tracked loading. Also, a comparative analysis of the response of skewed PSC Slab Bridge decks with that of equivalent straight bridge decks is made. The variation of maximum longitudinal bending moment (BM), maximum transverse moment, maximum torsional mom
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Diaz Arancibia, Mauricio, Lucas Rugar, and Pinar Okumus. "Role of Skew on Bridge Performance." Transportation Research Record: Journal of the Transportation Research Board 2674, no. 5 (2020): 282–92. http://dx.doi.org/10.1177/0361198120914617.

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Gravity load paths of high-skew bridges differ from the ones with no skew. High skew can also lead to stresses or displacements that adversely affect service performance. This paper demonstrates the effects of skew on bridges through finite element analyses, bridge inspections, and statistical analyses. Five deck-girder type bridges with and without skew were inspected. A database of more than 1,400 deck-girder type bridges was analyzed to seek relationships between skew and National Bridge Inventory (NBI) ratings. Practices of Departments of Transportation (DOT) were compared with each other
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Ashiquzzaman, Md, Li Hui, Ahmed Ibrahim, Will Lindquist, Nader Panahshahi, and Riyadh Hindi. "Exterior girder rotation of skew and non-skew bridges during construction." Advances in Structural Engineering 24, no. 1 (2020): 134–46. http://dx.doi.org/10.1177/1369433220945061.

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In bridge design, bridge decks regularly overhang past the exterior girders in arrange to extend the width of the deck whereas constraining the specified number of girders. The overhanging part of the deck comes about in uneven eccentric loads to the exterior girders which are by and large most prominent. These eccentric loads are primarily a result of bridge construction operations as well as the weight of new concrete and other construction live loads. These unbalanced loads can lead to a differential edge deflection of overhang deck and a rotation of the exterior girders. The girder rotatio
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Bakht, Baidar, and Akhilesh C. Agarwal. "Deck slabs of skew girder bridges." Canadian Journal of Civil Engineering 22, no. 3 (1995): 514–23. http://dx.doi.org/10.1139/l95-060.

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Canadian codes allow the design of concrete deck slabs of slab-on-girder bridges by taking account of the internal arching action that develops in these slabs under concentrated wheel loads in particular. Provided that certain prescribed conditions are met, a deck slab is deemed to have met the design criteria if it is provided with a top and a bottom layer of steel reinforcement with each layer consisting of an orthogonal mesh of steel bars in which the area of cross section of the bars in each direction is at least 0.3% of the effective area of cross section of the deck slab. For deck slabs
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H. M. Ali, Abdelhameed, and Anwar Adam Ahmed. "Effect of Skew Angle on Bridge Superstructures." FES Journal of Engineering Sciences 9, no. 1 (2021): 43–48. http://dx.doi.org/10.52981/fjes.v9i1.656.

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In this paper, the effect of skew angle on reinforced concrete skew bridge decks is presented by using the grillage analogy. The actual deck system of the bridge is represented by an equivalent grillage of longitudinal and transverse beams. A span 26m of simply supported bridge deck is taken as the case study to obtain the values of the bending moment' s distribution versus span length for the one type of skewness and the results are compared against the moments of the right deck span of the bridge. The analysis results were based (BS5400) dead and live loads using Structural Analysis program
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Fadhil, Ghaidak A. "EFFECTS OF SKEW ANGLE ON BENDING MOMENT'S DISTRIBUTION IN THE SKEW BRIDGE DECK." Journal of Engineering 14, no. 04 (2024): 3245–56. http://dx.doi.org/10.31026/j.eng.2008.04.28.

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In this paper the effect of skew angle on reinforced concrete skew bridges deck is presented by using the grillage analogy. The actual decking system of the bridge is represented by an equivalent grillage of beams. A span 24 m of simply supported right bridge deck with I-section prestressed concrete girders is taken as the case study to obtain the values of the bending moment's distribution for the two types of skewness (types 1 and 2) and the results of skew types are compared against the moments of the right deck span of the bridge. In the skew type 1 the deck span is increased as skew angle
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Chyad, Aqeed Mohsin, and Osama Abudayyeh. "Performance Prediction Modeling of Concrete Bridge Deck Condition Using an Optimized Approach." Journal of Civil Engineering and Construction 9, no. 3 (2020): 127–37. http://dx.doi.org/10.32732/jcec.2020.9.3.127.

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Developing an accurate and reliable model for concrete bridge deck deterioration rates is a significant step in improving the condition assessment process. The main goal of this study is to develop a deterioration prediction model based on the condition ratings of concrete bridge decks over the past 25 years as reported in the National Bridge Inventory (NBI) database. While the literatures have typically suggested the Markov chain method as the most common technique used in condition assessment of bridges, the analysis in this pilot study suggests that the lognormal distribution function is a
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Anand, Ashwin, Deepak Kumar Singh, and Preeti Agarwal. "Finite element static analysis of polyurethane-sandwiched skewed bridge decks." Mathematical Modelling and Numerical Simulation with Applications 4, no. 2 (2024): 193–215. http://dx.doi.org/10.53391/mmnsa.1411726.

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Bridge decks are the surface structure of bridges that carry the weight of the vehicles. But nowadays, the need for a sustainable approach is required. So, the use of a sustainable material for construction and retrofitting purposes is the need of the hour. In the present study, a novel synthetic material polyurethane has been used in the sandwiched deck of the bridges. The study deals with the variation in skew angles to determine the response of the sandwiched bridge deck under Indian loading conditions. In this study, the response of deflection, equivalent stress, and stresses in $X$ and $Y
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MISS., KSHITIJA S. BALWAN MR. V. G. KHURD MR. S. S. CHOUGULE. "TO STUDY THE RESPONCES OF BRIDGE DECK FOR VARIOUS SKEW ANGLES." JournalNX - A Multidisciplinary Peer Reviewed Journal 3, no. 9 (2018): 35–37. https://doi.org/10.5281/zenodo.1143803.

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The objective of this study was to understand the meaning of skew bridge. To know the behavior of skew deck. In this work, the effect of change of skew angles for right bridge deck is studied by finite element method. Bending moment, support reaction and torsional moment are computed by using FEM in CSI BRIDGE and results are compared for different skew angles. Simple supported single span bridge deck is considered for this study.
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MISS., KSHITIJA S. BALWAN, V. G. KHURD MR., and S. S. CHOUGULE MR. "TO STUDY THE RESPONSES OF BRIDGE DECK FOR VARIOUS SKEW ANGLES." JournalNX - a Multidisciplinary Peer Reviewed Journal 3, no. 9 (2017): 35–37. https://doi.org/10.5281/zenodo.1420608.

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he objective of this study was to understand the meaning of skew bridge. To know the behavior of skew deck. In this work, the effect of change of skew angles for right bridge deck is studied by finite element method. Bending moment, support reaction and torsional moment are computed by using FEM in CSI BRIDGE and results are compared for different skew angles. Simple supported single span bridge deck is considered for this study. The results by analysis shows that as the skew angle increases, support reaction increases, but bending moment decreases and torsion moment also increases. The effect
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Dissertations / Theses on the topic "Skew bridge deck"

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Malan, Andreas Dawid. "Critical normal traffic loading for flexure of bridges according to TMH7." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80013.

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Thesis (MScEng)--Stellenbosch University, 2013.<br>ENGLISH ABSTRACT: Different types of live loading due to traffic may act on bridges. The focus of this study is on normal traffic loading according to the South African specification of TMH7. Heavy vehicles are not included in normal traffic loading. TMH7 represents the code of practice for the design of highway bridges and culverts in South Africa. The aim of the study is to provide an insight into the flexural analysis of skew bridges, under the effects of normal traffic loading. The need for the study arose since the specification of
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Mutashar, Rana O. "Response of Skewed Composite Adjacent Box Beam Bridge to Live and Environmental Load Conditions." Ohio University / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1597020452615694.

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Tardivo, Fabricio Gustavo. "Estudo de esquemas estruturais e modelagem de tabuleiros de pontes esconsas." Universidade de São Paulo, 2013. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-16102014-160758/.

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O presente trabalho se propôs a estudar os esquemas estruturais alternativos para pontes esconsas e avaliar as modelagens matemáticas possíveis através de softwares especializados, como o SAP2000 e STRAP2010, a fim de identificar as melhores soluções e modelos para cada caso. O objetivo foi o de aprimorar os modelos de cálculo, especialmente no que diz respeito à previsão das reações de apoio e das forças cortantes, ponto mais delicado de obras esconsas. O estudo baseou-se em soluções de superestrutura em laje e em grelha, com ou sem transversinas, com esconsidade variável entre zero e sessent
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Books on the topic "Skew bridge deck"

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Zerizer, R. Analysis of right and skew orthotropic bridge decks by the finite element displacement method. 1987.

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Book chapters on the topic "Skew bridge deck"

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Shi, Z., N. Jin, Q. Yue, D. Jin, and W. Chen. "Fragility analysis of skew bridges involving frictional deck-abutment pounding under earthquakes." In Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability. CRC Press, 2022. http://dx.doi.org/10.1201/9781003322641-278.

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Regita, J. Jane, and A. Sofi. "Study of Simply Supported Skew Composite Bridge Decks Under IRC Loading." In Structural Integrity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04793-0_9.

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"Skew, tapered and curved decks." In Bridge Deck Behaviour. CRC Press, 1991. http://dx.doi.org/10.1201/9781482267167-16.

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Conference papers on the topic "Skew bridge deck"

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Xue, Jun-Qing, Sheng-rong Mao, Bruno Briseghella, Baochun Chen, Jian-bao Miao, and Xu Wang. "Mechanical performance of skewed deck-extension bridge." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1730.

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&lt;p&gt;The deck-extension bridges is the most widely used jointless bridges in China due to the simple structure and convenient construction. The mechanical performance of skewed bridges is more complex than that of right bridges. To understand the difference between the skewed deck- extension bridge (SDEB) and the skewed jointed bridge (SJB), a SDEB built in China was chosen as a case study. The girders and approach slabs longitudinal displacements were monitored. A finite element model (FEM) was implemented by using the MIDAS-Civil software, of which the accuracy was verified by monitoring
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Backer, Hans De, Amelie Outtier, Gilles Van Staen, Evy Van Puymbroeck, and Zain Ul-Abdin. "Skew Placement of Arches with respect to the Bridge Deck." In IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/nantes.2018.s5-183.

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Gupta, Tanmay, and Manoj Kumar. "Structural Response of Skew-Curved Concrete Box-Girder Bridges under Eccentric Vehicular Loading." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.1021.

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&lt;p&gt;Concrete box-girders are widely used for modern highway bridges and large urban interchanges. Bridges with ends skewed or horizontally curved girders are becoming more popular now-a-days to incorporate heavy traffic within a very limited space available. Certain geographical situation even demand skew supports in addition to the curved layout of the bridge and results in complex skew-curve geometry of the deck. All the more complexity of such cases increases under eccentric traffic load due to which additional torsion and warping is induced in the bridge. Present study focuses on pred
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Zanon, R., and D. Rademacher. "OA666 in Luxembourg - High Strength Steel for a very Slender Highway Deck in Tight Construction Site: a Modern Answer to a Future Typical Problem." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0511.

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&lt;p&gt;OA666 bridge on the new part continuing the A4 highway in Luxembourg towards France (structure completed in 2017-2019) shows the interest steel-concrete composite solutions for modern infrastructure projects. The deck is extremely slender: the central parts spans 50m with a constant structural height of 1.35 m. The geometry is a bit complex since the road axis follows a clothoidal path with a minimum radius of 640m in the horizontal plane and crosses an existing roadway with a variable skew angle. The construction site is encercled by existing local roads and a lake. The steelwork (to
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Voleti, Sai Anoop Aditya, Sreejith Parayil, and Abani Kumar Satapathy. "Case Study of Rochdale Canal Bridge Assessment using Non-Linear Finite Element analysis." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.0464.

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&lt;p&gt;Rochdale Canal Bridge is a single skew span railway under bridge to be assessed under Civils Assessment Framework Agreement 2020-2024. The scope of work is limited to the decks supporting the railway lines.&lt;/p&gt;&lt;p&gt;The methodology used to develop a finite element model that accurately represents the structure, the complexities of the structure due to load effects from neighbouring decks etc., are also discussed in the paper. Furthermore, material non-linearity was considered along with geometric non- linearity. The most onerous buckling mode derived from linear Eigen value b
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