Eccentrically loaded externally confined HSC columns

The application of steel-straps confinement has been proven to be effective in increasing the strength and ductility of High-Strength Concrete (HSC) column comparable to Fiber-Reinforced Polymer. However, most of the research of confined HSC column has mainly concentrated on concentric loading. In a...

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Main Authors: Ma, Chow Khun, Awang, Abdullah Zawawi, Omar, Wahid
Format: Conference or Workshop Item
Published: 2013
Subjects:
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author Ma, Chow Khun
Awang, Abdullah Zawawi
Omar, Wahid
author_facet Ma, Chow Khun
Awang, Abdullah Zawawi
Omar, Wahid
author_sort Ma, Chow Khun
collection ePrints
description The application of steel-straps confinement has been proven to be effective in increasing the strength and ductility of High-Strength Concrete (HSC) column comparable to Fiber-Reinforced Polymer. However, most of the research of confined HSC column has mainly concentrated on concentric loading. In actual practical condition, most of the columns are subjected to eccentric loading. The scarcity of the experimental data for eccentric loaded confined HSC column has prevented the potential use of this type of structure element. In this paper, five short HSC columns were tested. The specimens were confined with steel-straps and tested with 25mm and 50 mm eccentric loading. The results show that steel-straps confinement increases the strength and deformability of high-strength concrete column, although the confinement effects in eccentrically loaded columns are not as pronounces as concentrically loaded column.
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spelling utm.eprints-391912017-09-28T03:36:30Z http://eprints.utm.my/39191/ Eccentrically loaded externally confined HSC columns Ma, Chow Khun Awang, Abdullah Zawawi Omar, Wahid TA Engineering (General). Civil engineering (General) The application of steel-straps confinement has been proven to be effective in increasing the strength and ductility of High-Strength Concrete (HSC) column comparable to Fiber-Reinforced Polymer. However, most of the research of confined HSC column has mainly concentrated on concentric loading. In actual practical condition, most of the columns are subjected to eccentric loading. The scarcity of the experimental data for eccentric loaded confined HSC column has prevented the potential use of this type of structure element. In this paper, five short HSC columns were tested. The specimens were confined with steel-straps and tested with 25mm and 50 mm eccentric loading. The results show that steel-straps confinement increases the strength and deformability of high-strength concrete column, although the confinement effects in eccentrically loaded columns are not as pronounces as concentrically loaded column. 2013 Conference or Workshop Item PeerReviewed Ma, Chow Khun and Awang, Abdullah Zawawi and Omar, Wahid (2013) Eccentrically loaded externally confined HSC columns. In: GEOCON 2013, 2013. https://www.researchgate.net/publication/259497224_Eccentrically_Loaded_Externally_Confined_HSC_Columns
spellingShingle TA Engineering (General). Civil engineering (General)
Ma, Chow Khun
Awang, Abdullah Zawawi
Omar, Wahid
Eccentrically loaded externally confined HSC columns
title Eccentrically loaded externally confined HSC columns
title_full Eccentrically loaded externally confined HSC columns
title_fullStr Eccentrically loaded externally confined HSC columns
title_full_unstemmed Eccentrically loaded externally confined HSC columns
title_short Eccentrically loaded externally confined HSC columns
title_sort eccentrically loaded externally confined hsc columns
topic TA Engineering (General). Civil engineering (General)
work_keys_str_mv AT machowkhun eccentricallyloadedexternallyconfinedhsccolumns
AT awangabdullahzawawi eccentricallyloadedexternallyconfinedhsccolumns
AT omarwahid eccentricallyloadedexternallyconfinedhsccolumns