Numerical Investigation on Load-carrying Capacity of High-strength Concrete-encased Steel Angle Columns

Numerical Investigation on Load-carrying Capacity of High-strength Concrete-encased Steel Angle Columns

Abstract To investigate the load-carrying capacity of high-strength concrete-encased steel angle (CES-A) columns, in which corner steel angles are encased in concrete and transmit column loads directly, a numerical study was performed by using a proposed analysis model. The proposed model considered...

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Bibliographic Details
Main Authors: Chang-Soo Kim, Hyeon-Jong Hwang
Format: Article
Language:English
Published: SpringerOpen 2018-01-01
Series:International Journal of Concrete Structures and Materials
Subjects:
composite column
concrete-encased steel angle
high-strength steel
confinement
local-buckling
cover-spalling
Online Access:http://link.springer.com/article/10.1186/s40069-018-0238-7

Internet

http://link.springer.com/article/10.1186/s40069-018-0238-7

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