Authors: Mohanprasath. , Student-M.E, Structural engineering
Abstract: In today’s world, concrete serves a crucial role in the development of every infrastructure and people are also starting to migrate from rural to urban areas. This situation necessitates the development of infrastructure in the urban areas, mostly in the vertical direction form of high-rise structures that utilize enormous columns, which take up more room and have a less appealing aspect. Concrete Filled Steel Tubular (CFST) columns are one of several ways developed by the building industry to address these issues. Huge areas may be used since CFST Columns minimize the size of the large columns. CFST columns are becoming common in construction, particularly for high-rise structures. The structural performance of concrete-filled CFST columns are discussed in many literatures, while CFST columns utilizing ceramic waste powder and glass fiber with replacement of reinforcement is not mentioned in any of the literatures. This study is about the performance of CFST columns with ceramic waste powder replacing cement and GI welded wire mesh replacing reinforcement and adding the glass fiber. The properties of the materials used in CFST columns is studied.
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