Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015

Experimental study on seismic behavior of recycled concrete filled square steel tubular column and steel beam joints with reinforcing ring

Authors
Ercong Meng, Shen Yang, Min Chen, Yisheng Su, Wenxiang Zeng
Corresponding Author
Ercong Meng
Available Online November 2015.
DOI
10.2991/iccet-15.2015.171How to use a DOI?
Keywords
recycled concrete filled square steel tubular column, external strong ring joint, seismic performance, experimental study
Abstract

In order to study the influence of strengthening ring on the seismic performance of the recycled concrete filled steel tubular column and steel beam joints. In this paper, reinforcement ring, reinforcing ring extending length, thickness as the test parameters, a total of 4 recycled concrete filled square steel tubular columns and steel beam composite joints were designed and manufactured on this experiment. And the low cycle repeated load test is carried out to study the failure process and characteristics of this kind of joints, hysteretic curve, bearing capacity, ductility and so on. The results show that: strengthen ring can effectively limit the joint core area of steel pipe drum deformation, improve the joints seismic bearing capacity, deformation behavior and hysteretic curve of the full extent of the node; Weld quality has great influence on recycled concrete filled square steel tubular columns and steel beam composite joints. In a certain range, with the strengthening ring overhanging length increases, hysteresis curves are more full and the seismic bearing capacity will also increase, and the ductility coefficient will decrease, but reduced amplitude is relatively small; The thickness of the strengthening ring has little influence on the seismic performance of the joints.

Copyright
© 2015, 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 5th International Conference on Civil Engineering and Transportation 2015
Series
Advances in Engineering Research
Publication Date
November 2015
ISBN
978-94-6252-134-6
ISSN
2352-5401
DOI
10.2991/iccet-15.2015.171How to use a DOI?
Copyright
© 2015, 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  - Ercong Meng
AU  - Shen Yang
AU  - Min Chen
AU  - Yisheng Su
AU  - Wenxiang Zeng
PY  - 2015/11
DA  - 2015/11
TI  - Experimental study on seismic behavior of recycled concrete filled square steel tubular column and steel beam joints with reinforcing ring
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 908
EP  - 913
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.171
DO  - 10.2991/iccet-15.2015.171
ID  - Meng2015/11
ER  -