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Flexural Behavior of SRC Columns under Axial and Bilateral Loading
A nonlinear analysis program based on fiber model was developed and used in analyzing the flexural behavior of steel reinforced concrete (SRC) columns under axial and bilateral loading. Concrete different confinement levels for different zones in a SRC column section, such as cover concrete zone, stirrup confined concrete zone and steel confined concrete zone, etc., can be considered. Some SRC tested specimens were simulated using the developed program. It was pointed out that the flexural capacity will be lower-estimated if the concrete confinement was neglected.
Flexural Behavior of SRC Columns under Axial and Bilateral Loading
A nonlinear analysis program based on fiber model was developed and used in analyzing the flexural behavior of steel reinforced concrete (SRC) columns under axial and bilateral loading. Concrete different confinement levels for different zones in a SRC column section, such as cover concrete zone, stirrup confined concrete zone and steel confined concrete zone, etc., can be considered. Some SRC tested specimens were simulated using the developed program. It was pointed out that the flexural capacity will be lower-estimated if the concrete confinement was neglected.
Flexural Behavior of SRC Columns under Axial and Bilateral Loading
Zhang, Shi-Ang (author) / Zhao, Zuo-Zhou (author) / He, Xiao-Gang (author)
2012
8 Seiten
Conference paper
English
Flexural Behavior of SRC Columns under Axial and Bilateral Loading
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