Research of using open double t beams for spans in floating bridges
DOI:
https://doi.org/10.15802/stp2014/23814Keywords:
railway bridges, floating bridges, open double T beams, spans, metal saving, bridge engineering progressAbstract
Purpose. The publication presents the results of calculations of spans for floating bridges with open double T beams. The purpose of research is to analyze the suitability of spans from open double T beams for floating bridges with minimum weight under loads, which is provided by standards for modern floating bridges designing. Methodology. Comparative method, analytical calculation methods (influence lines methodology), strength calculations, endurance, maximum shear stress are used in this paper. Findings. Current loads for bridges calculations are 75% more than those, for which the spans of floating bridge from NZhM-56 property are designed. The use of open double T beams that is formed with double T beam no. 70 (the height of the open one is 104 cm) reduces the cross sectional area in a weakened spot, but virtually it does not influence the strength and durability of the material. The use of open double T beams for spans of floating bridges saves up to 22 % of metal that means one in five spans will made of saved metal. Savings on each spans, such as CRP, will be 33.6 - 263 thous. grn. (considering the price of 1 ton of final product 29 thous. grn.). Originality. Research allows making next step in material saving and use of open double T beams for spans in the whole. Practical value. The obtained results give us possibility to make a number of conclusions that allow us to become more familiar and more practical with the use of open double T beams for spans of floating bridges.
References
Belenya Ye.I., Baldin V.A., Vedernikov G.S. Metallicheskiye konstruktsii. Obshchiy kurs [Metal structures. General course]. Moscow, Stroyizdat Publ., 1986. 560 p.
Bilchenko A.V., Kislov A.G. Osobennosti sistemy monitoringa fizicheskogo sostoyaniya gorodskikh mostov [Features of the monitor system of urban bridges physical state]. Visnyk Dnipropetrovskoho natsionalnoho universytetu zaliznychnoho transportu imeni akademika V. Lazariana [Bulletin of Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan], 2011, issue 39, pp. 23-26.
Biryulev V.V. Proyektirovaniye metallicheskikh konstruktsiy [Metal structures design]. Leningrad, Transport Publ., 1990. 433 p.
DBN V.2.3-14:2006 Sporudy transportu. Mosty ta truby. Pravyla proektuvannia [SBN V.2.3-14: 2006 Transport facilities. Bridges and pipes. Design rules.]. Kyiv, Minbud Ukrainy Publ., 2006. 217 p.
DBN V.1.2-15-2009. Navantazhennia ta vplyvy. Mosty ta truby [SBN V.1.2-15-2009. Loads and influences. Bridges and pipes]. Kyiv, Minbud Ukrainy Publ., 2009. 83 p.
DBN V.2.3-26-2010. Sporudy transportu. Mosty ta truby. Stalevi konstruktsii. Pravyla proektuvannia [SBN V.2.3-26-2010. Transport facilities. Bridges and pipes. Steel construction. Design rule]. Kyiv, Minbud Ukrainy Publ., 2010. 195 p.
Kruchinkin A.V. Sborno−razbornyye vremennyye mosty [Collapsible temporary bridges]. Moscow, Transport Publ., 1987. 191p.
Posobiye po proyektirovaniyu stalnykh konstruktsiy [Manual for the design of steel structures]. Moscow, 1989. 495 p.
Raspopov A.S., Artemov V.Ye. Osobennosti postroyeniya obyemnykh konechnykh elementov dlya rascheta kontinualnykh modeley mostovykh konstruktsiy [Features of volumetric finite elements construction for the calculation of continuum models of bridge structures]. Visnyk Dnipropetrovskoho natsionalnoho universytetu zaliznychnoho transportu imeni akademika V. Lazariana [Bulletin of Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan], 2011, issue 39, pp. 163-167.
SNiP II-23-81. Normy proyektirovaniya. Stalnyye konstruktsii [SNAR II-23-81. Design standards. Steel structures]. Moscow, 1990. 134 p.
Spravochnik ofitsera-mostovika zheleznodorozhnykh voysk [Bridge officer guide of railway troops]. Moscow, Voen. izd-vo MO SSSR Publ., 1963. 951 p.
Trishevskiy I.S., Klepanda V.V. Metallicheskiye oblegchennyye konstruktsii [Metal lightweight structures]. Kyiv, Budivelnik Publ., 1978. 110 p.
TU 14-2-24-72 Stal goryachekatanaya. Dvutavry i tavry s parallelnymi granyami polok. Sortamenty. Tekhnicheskiye usloviya [TC 14-2-24-72 Hot-rolled steel. Beams and tees with parallel flange edges. Assortments. Technique specifications]. Moscow, 1972. 24 p.
Barbaccia T.G. Bridging the Gap Between Economics and Innovation. Better ROADS, 2014, no. 1, p. 21.
Croarkin M., Kamaitis Z. Talking it through. ROADS & BRIDGES, 2014, no. 1, p. 20.
Zagoudis J. Fit for man and beast. ROADS & BRIDGES, 2013, no. 1, pp. 30-32.
Downloads
Published
How to Cite
Issue
Section
License
Copyright and Licensing
This journal provides open access to all of its content.
As such, copyright for articles published in this journal is retained by the authors, under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0). The CC BY license permits commercial and non-commercial reuse. Such access is associated with increased readership and increased citation of an author's work. For more information on this approach, see the Public Knowledge Project, the Directory of Open Access Journals, or the Budapest Open Access Initiative.
The CC BY 4.0 license allows users to copy, distribute and adapt the work in any way, provided that they properly point to the author. Therefore, the editorial board of the journal does not prevent from placing published materials in third-party repositories. In order to protect manuscripts from misappropriation by unscrupulous authors, reference should be made to the original version of the work.
