This study reports on the structural characteristics of column–slab connections using fibre-reinforced high-strength concrete. Compression tests were performed in this study on two column–slab and two isolated column specimens. For the tests on the column–slab specimens, vertical slab loading was applied to simulate realistic conditions at the column–slab joint. The main parameter investigated was the use of ‘puddled' fibre-reinforced high-strength concrete. This paper also investigates the behaviour of isolated column specimens, without the surrounding slab, to study the transmission of axial loads from the high-strength concrete columns through the column–slab connections. The beneficial effects of the puddled fibre-reinforced high-strength concrete on the transmission of column loads through column–slab connections are demonstrated. In addition, the highly reliable prediction model of the effective concrete compressive strength for interior columns is proposed using an analogy of brick and mortar in brick masonry. The proposed prediction model is verified by comparison with experimental results and various prediction expressions.
Article navigation
July 2010
Research Article|
July 01 2010
Prediction of strength of interior HSC column–NSC slab joints
J.-H. Lee;
J.-H. Lee
*
Samsung C&T Corporation; Korea University
* Technology Research Center, Samsung C&T Corporation, 1321-20, Seocho2-Dong, Seocho-Gu, Seoul, Korea 137-956
Search for other works by this author on:
Y.-S. Yoon
Y.-S. Yoon
†
Samsung C&T Corporation; Korea University
† Department of Civil, Environmental and Architectural Engineering, Korea University, Anam-dong 5-ga, Seongbuk-gu, Seoul, Korea 136-701
Search for other works by this author on:
* Technology Research Center, Samsung C&T Corporation, 1321-20, Seocho2-Dong, Seocho-Gu, Seoul, Korea 137-956
† Department of Civil, Environmental and Architectural Engineering, Korea University, Anam-dong 5-ga, Seongbuk-gu, Seoul, Korea 136-701
Publisher: Emerald Publishing
Revision Received:
August 19 2009
Received:
November 02 2009
Accepted:
November 02 2009
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2010 Thomas Telford Ltd
2010
Magazine of Concrete Research (2010) 62 (7): 507–518.
Article history
Revision Received:
August 19 2009
Received:
November 02 2009
Accepted:
November 02 2009
Citation
Lee J, Yoon Y (2010), "Prediction of strength of interior HSC column–NSC slab joints". Magazine of Concrete Research, Vol. 62 No. 7 pp. 507–518, doi: https://doi.org/10.1680/macr.2010.62.7.507
Download citation file:
Suggested Reading
Editorial
Structural Concrete (September,2007)
2007 reviewers
Structural Concrete (December,2007)
Editorial
Structural Concrete (December,2009)
2009 reviewers
Structural Concrete (December,2009)
Editorial
Structural Concrete (March,2007)
Related Chapters
A new assessment model for shear in reinforced concrete bridges with short anchorage lengths
Bridge Management 5: Inspection, maintenance, assessment and repair: Proceedings of the 5th International Conference on Bridge Management, organized by the University of Surrey, 11–13 April 2005
COMPARISON BETWEEN MIX PROPORTIONS METHODS ON CONCRETE RESISTANCE TO CHEMICAL DEGRADATION
Repair and Renovation of Concrete Structures: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 My 2005
CHLORIDE CONCENTRATION OF 25-YEAR-OLD CONCRETE
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
