Stress-strain relationship of confined concrete with corroded transverse reinforcing bars

In this research, experiments were done to study 1) the stress-strain behavior of circular reinforced concrete column with different degree of lateral confinement, 2) the reduction of strength and ductility of the circular column due to the corrosion of stirrups. Besides, Finite Element Modeling...

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Bibliographic Details
Main Author: Wang, Yi
Other Authors: Li Bing
Format: Final Year Project (FYP)
Language:English
Published: 2016
Subjects:
Online Access:http://hdl.handle.net/10356/68037
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author Wang, Yi
author2 Li Bing
author_facet Li Bing
Wang, Yi
author_sort Wang, Yi
collection NTU
description In this research, experiments were done to study 1) the stress-strain behavior of circular reinforced concrete column with different degree of lateral confinement, 2) the reduction of strength and ductility of the circular column due to the corrosion of stirrups. Besides, Finite Element Modeling (FEM) by using OpenSees (Open System for Earthquake Engineering Simulation) has been developing to model the stress-strain behavior of circular RC column. 15 small-scale circular RC columns, which under different corrosion level, were subjected to monotonic compressive loading, and the stress-strain behaviors of those columns were compared and analyzed. The experimental results show that the circular column with more lateral confinement can provide a larger compress strength as well as a better ductility. As the corrosion level increases, the ductility of RC column is easier to be affected compared with the strength reduction of RC column.
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spelling ntu-10356/680372023-03-03T16:50:04Z Stress-strain relationship of confined concrete with corroded transverse reinforcing bars Wang, Yi Li Bing School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In this research, experiments were done to study 1) the stress-strain behavior of circular reinforced concrete column with different degree of lateral confinement, 2) the reduction of strength and ductility of the circular column due to the corrosion of stirrups. Besides, Finite Element Modeling (FEM) by using OpenSees (Open System for Earthquake Engineering Simulation) has been developing to model the stress-strain behavior of circular RC column. 15 small-scale circular RC columns, which under different corrosion level, were subjected to monotonic compressive loading, and the stress-strain behaviors of those columns were compared and analyzed. The experimental results show that the circular column with more lateral confinement can provide a larger compress strength as well as a better ductility. As the corrosion level increases, the ductility of RC column is easier to be affected compared with the strength reduction of RC column. Bachelor of Engineering (Civil) 2016-05-24T03:44:11Z 2016-05-24T03:44:11Z 2016 Final Year Project (FYP) http://hdl.handle.net/10356/68037 en Nanyang Technological University 94 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Wang, Yi
Stress-strain relationship of confined concrete with corroded transverse reinforcing bars
title Stress-strain relationship of confined concrete with corroded transverse reinforcing bars
title_full Stress-strain relationship of confined concrete with corroded transverse reinforcing bars
title_fullStr Stress-strain relationship of confined concrete with corroded transverse reinforcing bars
title_full_unstemmed Stress-strain relationship of confined concrete with corroded transverse reinforcing bars
title_short Stress-strain relationship of confined concrete with corroded transverse reinforcing bars
title_sort stress strain relationship of confined concrete with corroded transverse reinforcing bars
topic DRNTU::Engineering::Civil engineering::Structures and design
url http://hdl.handle.net/10356/68037
work_keys_str_mv AT wangyi stressstrainrelationshipofconfinedconcretewithcorrodedtransversereinforcingbars