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2019•Journal of Research in Engineering and Applied SciencesOpen access

BEAHVIOURAL STUDY OF CONCRETEHOLLOW BRIDGE PIER

Greata Mariyam Jessy, Christy Mathew, R.K. Ingle

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Abstract

Behaviour of hollow bridge pier is complex as compared to solid pier.But only a few studies have been reported in this area.In this paper, a numerical study is conducted on hollow bridge pier models with uniform and tapered sections for understanding the behaviour under lateral and torsional loads.It was found that tapered section has better performance over uniform section under the load cases studied.

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Behaviour of hollow bridge pier is complex as compared to solid pier.But only a few studies have been reported in this area.In this paper, a numerical study is conducted on hollow bridge pier models with uniform and tapered sections for understanding the behaviour under lateral and torsional loads.It was found that tapered section has better performance over uniform section under the load cases studied.

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Available abstract

Behaviour of hollow bridge pier is complex as compared to solid pier.But only a few studies have been reported in this area.In this paper, a numerical study is conducted on hollow bridge pier models with uniform and tapered sections for understanding the behaviour under lateral and torsional loads.It was found that tapered section has better performance over uniform section under the load cases studied.

Key concepts: Pier, Structural engineering, Bridge (graph theory), Geology, Engineering, Geotechnical engineering, Medicine, Anatomy

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