Design of Plate Girder with Corrugated Web
Main Article Content
Abstract
The corrugated steel plate is to increase the shear capacity of the web of large plate girders. Present paper deals with the calculation of buckling strength of a plate girder considering rectangular, trapezoidal and sinusoidal web plate. The finite element analysis of the plate girder is carried out using ANSYS software. The results obtained from analysis are then compared with the plate girder with plane web of uniform depth. The result of Finite Element Analysis conducted as part of this investigation suggest that the strength is overestimated, at least in part because of the shear behavior to the presence of imperfections in the web.
Downloads
Download data is not yet available.
Metrics
Metrics Loading ...
Article Details
How to Cite
et. al., N. D. . (2021). Design of Plate Girder with Corrugated Web. Turkish Journal of Computer and Mathematics Education (TURCOMAT), 12(7), 533–538. Retrieved from https://turcomat.org/index.php/turkbilmat/article/view/2615
Issue
Section
Articles
Licensing
TURCOMAT publishes articles under the Creative Commons Attribution 4.0 International License (CC BY 4.0). This licensing allows for any use of the work, provided the original author(s) and source are credited, thereby facilitating the free exchange and use of research for the advancement of knowledge.
Detailed Licensing Terms
Attribution (BY): Users must give appropriate credit, provide a link to the license, and indicate if changes were made. Users may do so in any reasonable manner, but not in any way that suggests the licensor endorses them or their use.
No Additional Restrictions: Users may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.