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- W4200235912 abstract "Abstract: Slender member is subjected to axial load and biaxial bending moment and fails due to buckling. This buckling is caused due to slenderness effect also known as ‘P∆’ effect. This buckling gives rise to excessive bending moment occurring at a point of maximum deflection. This additional bending moment is considered in second order analysis. The objective of the research reported in this paper is to formulate bending moment equation by using beam column theory and to study the behaviour of solid circular section and hollow circular section of bridge pier. The optimization in area of cross section is done by providing a combination of solid and hollow circular section in place of a solid circular section of pier within permissible limits. A comparative study on behaviour for all three conditions is been carried out. Keywords: slender column, buckling, ‘P∆’ effect, beam-column, second order analysis, bridge pier." @default.
- W4200235912 created "2021-12-31" @default.
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- W4200235912 date "2021-12-31" @default.
- W4200235912 modified "2023-09-27" @default.
- W4200235912 title "Comparative Analysis and Design of Bridge Pier for various Geometries along height" @default.
- W4200235912 doi "https://doi.org/10.22214/ijraset.2021.39314" @default.
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