Title : Axial Behavior of Concrete Filled Steel Tubular Column With External FRP Confinement

Type of Material: Thesis
Title: Axial Behavior of Concrete Filled Steel Tubular Column With External FRP Confinement
Researcher: Thanka Jebarsan, V
Guide: Chockalingam, M P
Department: Department of Civil Engineering
Publisher: Bharath University, Chennai
Place: Chennai
Year: 2021
Language: English
Subject: Engineering
Engineering and Technology
Engineering Civil
Civil Engineering
Engineering and Technology
Dissertation/Thesis Note: PhD; Department of Civil Engineering, Bharath University, Chennai, Chennai; 2021
Fulltext: Shodhganga

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035__|a(IN-AhILN)th_455108
040__|aBHAU_600073|dIN-AhILN
041__|aeng
100__|aThanka Jebarsan, V|eResearcher
110__|aDepartment of Civil Engineering|bBharath University, Chennai|dChennai|ein|0U-0446
245__|aAxial Behavior of Concrete Filled Steel Tubular Column With External FRP Confinement
260__|aChennai|bBharath University, Chennai|c2021
300__|dDVD
502__|bPhD|cDepartment of Civil Engineering, Bharath University, Chennai, Chennai|d2021
520__|aA column is a vertical member which excellently takes load by compression. Basically, column is a compression member as load acts along its longitudinal axis. Bending moment may occur due to eccentric loading, wind, earthquake or accidental loads. Column transfers the load of the structure of slabs, beams above to below lying foundation and finally load is transferred to the soil. Position of the columns should be so that there are no tensile stresses developed at the cross section of the columns. Composite columns have an important application in the composite construction and they are widely used in high rise buildings and bridge piers. A popular trend in composite columns is to fill steel tubes with concrete core, since the steel and concrete combined together to contribute to increasing the strength of the section. In recent years, FRP jacketing has become famous to retrofit of already existing damaged structures. The lightweight, extreme strength and corrosion resistance of fiber reinforced polymers cr
650__|aCivil Engineering|2UGC
650__|aEngineering and Technology|2AIU
653__|aEngineering
653__|aEngineering and Technology
653__|aEngineering Civil
700__|aChockalingam, M P|eGuide
856__|uhttp://shodhganga.inflibnet.ac.in/handle/10603/395185|yShodhganga
905__|afromsg

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