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- W3089018047 abstract "Ductility is considered to be an important ability of a material to undergo appreciable plastic deformations before the collapse, and therefore, it is a crucial factor for earthquake resistant design of reinforced concrete sections. Ductility depends upon reinforcement detailing describing the confining of an RC section and engineering properties of constituent materials apart from the structural configuration. The member ductility is generally defined in terms of strain ductility, curvature ductility, and rotational ductility, while safety is assessed through the overstrength factor. The grades of reinforcing steel specified in IS 1786–2008 also include an additional classification for improved material ductility. In the present study, the curvature ductility, plastic rotation capacity, and overstrength factor of an RC column section are evaluated to assess analytically the variation in ductility and safety with a varying spacing of confining steel using ductility-based grades of confining steel having characteristic yield strength as 500 N/mm2. The confining steel used is Fe 500, Fe 500D, and Fe 500S. The effect of confinement has been considered applying Mander’s model. It has been observed that the curvature ductility, plastic rotation capacity, and overstrength factor decrease with an increase in spacing of confinement steel. However, the reverse trend has been observed with reference to the diameter of confinement bars." @default.
- W3089018047 created "2020-10-01" @default.
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- W3089018047 date "2020-09-22" @default.
- W3089018047 modified "2023-10-16" @default.
- W3089018047 title "Ductility Assessment of an RC Section" @default.
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- W3089018047 doi "https://doi.org/10.1007/978-981-15-5644-9_10" @default.
- W3089018047 hasPublicationYear "2020" @default.
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