Analytical behaviour of concrete-encased CFST columns under cyclic lateral loading

Qian Wei-Wu; Li Wei; Han Lin-Hai; Zhao Xiao-Ling

Chinese︱Feedback︱Save this page

• Elaborating Academic Views 　　　　 • Exchanging Innovative Ideas
• Protecting Intellectual Properties 　　• Fast Sharing Science Papers

Sponsored by the Center for Science and Technology Development of the Ministry of Education
Supervised by Ministry of Education of the People's Republic of China

Home > Papers

Analytical behaviour of concrete-encased CFST columns under cyclic lateral loading

Qian Wei-Wu 1 #,Li Wei 1,Han Lin-Hai 1 *,Zhao Xiao-Ling 2

1.Department of Civil Engineering, Tsinghua University, Beijing,100084

2.Department of Civil Engineering, Monash University, Clayton, VIC 3800, Australia

*Correspondence author

#Submitted by

Subject:

Funding: National Natural Science Foundation of China and the Specialized Research Fund for the Doctoral Program of Higher Education （No.SRFDP)）

Opened online:10 April 2015

Accepted by: none

Citation: Qian Wei-Wu,Li Wei,Han Lin-Hai.Analytical behaviour of concrete-encased CFST columns under cyclic lateral loading[OL]. [10 April 2015] http://en.paper.edu.cn/en_releasepaper/content/4637859

The analytical behaviour of concrete-encased CFST (concrete-filled steel tube) columns under cyclic lateral loading is reported in this paper. A finite element analysis (FEA) model is developed to investigate the cyclic behaviour of such composite column. Comparisons are made between measured and predicted results on failure modes, load versus displacement relationships and ultimate strength. It is found that the proposed FEA model can reproduce the experimental results with a good accuracy. The full-range load-displacement relationships, the contact stress between steel tube and concrete and the axial load distribution among different components are analyzed using the verified FEA model. The cyclic behaviour of concrete-encased CFST is compared with that of conventional CFST and reinforced concrete (RC) columns. The parametric analysis is conducted to investigate influences of various parameters on moment-curvature (M-φ) envelope curves, including the material strength, steel ratio of inner CFST, longitudinal reinforcement ratio, stirrup characteristic value, tube diameter to cross-sectional width ratio (D/B) and axial load level. Finally, a hysteretic model for the M-φ relationship of concrete-encased CFST column is proposed.???

Keywords:Concrete-encased CFST; Concrete; Column; Cyclic loading; Finite element analysis; Parametric study; Hysteretic model;

For this paper

● PDF (0B)
● Revision 0 　　
● Print this paper
● Recommend this paper to a friend
● Add to my favorite list

Saved Papers

Please enter a name for this paper to be shown in your personalized Saved Papers list

Tags

Add yours

Related Papers

Statistics

PDF Downloaded	88
Bookmarked	0
Recommend	5
Comments	Array

Submit your papers

Alert Name:
Alerting to:
Authentication email will be sent to your email address in 24 hours
Frequency:
Email Message Format:	Plain text Graphical(HTML)

Complete the form below and we will recommend the selected titles to your friends on your behalf. * Indicates a required field.
Your name*:
Your email address*:
Recipient's name*:
Recipient's email address*:
(multiple recipient's names and email addresses should be separated with semicolons)
Your comments:	I thought you would find the page(s) useful.

Your name:
Your email address:
Recipient's name:
Recipient's email address:
(multiple recipient's names and email addresses should be separated with semicolons)
Your comments:	I thought you would find this page useful.

Disclaimer: This message was sent to your friend using the "Send it to a friend" facility on the Sciencepaper Online’ WWW site, http://www.paper.edu.cn/en. The Sciencepaper Online is not responsible for the content of this email, and anything said in this email does not necessarily reflect the Sciencepaper Online's views.

	Check out RSS, or use RSS reader to subscribe this item

Saved Papers