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dc.contributor.authorDhakate S.
dc.contributor.authorBalu A.S.
dc.date.accessioned2021-05-05T10:16:08Z-
dc.date.available2021-05-05T10:16:08Z-
dc.date.issued2020
dc.identifier.citationIOP Conference Series: Materials Science and Engineering , Vol. 936 , 1 , p. -en_US
dc.identifier.urihttps://doi.org/10.1088/1757-899X/936/1/012049
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/14984-
dc.description.abstractTrapezoidal Corrugated web girders is a newly developed structural design. The major advantage of such design of web is that the corrugated webs enhance the stability of beam against buckling, which results in a very economical design by the reduction in the use of web stiffeners. The flanges are made up of flat plates and welded to the trapezoidal web sheet with the modern manufacturing process and modern advance welding technology. The flanges are mainly used to provide flexural strength to the beam and web are used to increase the shear capacity of the beam. Main reason for the failure of the web is the steel yielding or web buckling. Other possible failure reasons are lateral torsional buckling of the girder and local flange buckling, separately or in combination. This paper presents a new technological solution of such a system, composed by web made of trapezoidal shape. The buckling strength of the girder is studied under different geometrical modifications performing a nonlinear finite element analysis in ANSYS. © Published under licence by IOP Publishing Ltd.en_US
dc.titleOptimisation of Trapezoidal Corrugated Plate Girderen_US
dc.typeConference Paperen_US
Appears in Collections:2. Conference Papers

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