Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials

Calculation on Bond Strength of High-Strength Concrete Filled Steel Tube

Authors
Xiaojun Ke, Haiyang Sun, Zhen Yang
Corresponding Author
Xiaojun Ke
Available Online January 2016.
DOI
https://doi.org/10.2991/icsmim-15.2016.183How to use a DOI?
Keywords
concrete filled steel tube; high-strength concrete; push-out test; bond strength; slip
Abstract

This paper describes a test study of the interface mechanical behavior of high-strength concrete filled steel tube. According to push-out tests of four specimens of high-strength concrete filled steel tube, the failure pattern and load-slip curves were analyzed. Test results show that the load-slip curves at the load end and free end are both a similarity for the stress-strain curves of steel with no apparent yield point. A reasonable calculation method for predicting the bond strength of high-strength concrete filled steel tube is presented based on the related theories and test results.

Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials
Series
Advances in Computer Science Research
Publication Date
January 2016
ISBN
978-94-6252-157-5
ISSN
2352-538X
DOI
https://doi.org/10.2991/icsmim-15.2016.183How to use a DOI?
Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Xiaojun Ke
AU  - Haiyang Sun
AU  - Zhen Yang
PY  - 2016/01
DA  - 2016/01
TI  - Calculation on Bond Strength of High-Strength Concrete Filled Steel Tube
BT  - Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials
PB  - Atlantis Press
SP  - 995
EP  - 999
SN  - 2352-538X
UR  - https://doi.org/10.2991/icsmim-15.2016.183
DO  - https://doi.org/10.2991/icsmim-15.2016.183
ID  - Ke2016/01
ER  -