Non-Linear Analysis of Z-Shaped Section Reinforced Concrete Column

Tie Cheng Wang; Xuan Chen

doi:10.4028/www.scientific.net/AMR.366.276

Paper Titles

The Study of Mine Cyber-Physical Systems
p.258

Experimental Study on the EFI Engine Fueled with LPG
p.264

Study of Multi-Agent Based Integratable Manufacturing Execution System Model
p.268

Experimental Research on Short Compression Column of the Shale Ceramisite Concrete
p.272

Non-Linear Analysis of Z-Shaped Section Reinforced Concrete Column
p.276

Study on the Effect of Cover Thickness on Bond Behavior between Deformed Bar and Shale Ceramsite Concrete
p.281

Design and Development of Intelligent Release Control Unit Based on LPC2478
p.286

The Influence of Temperature and Oxidation Time on the Preparation of Graphite Oxide
p.291

Investigation on the Aging Properties of Silicone Coating in Marine Concrete
p.296

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 366Non-Linear Analysis of Z-Shaped Section Reinforced...

Non-Linear Analysis of Z-Shaped Section Reinforced Concrete Column

Abstract:

Making use of the numerical analysis method, the ductility of reinforced concrete column with Z-shaped cross-section was analyzed. Considering stirrup confinements’ influence upon concrete deformation, with using self-made programs, some elements imposing influence on column section ductility were analyzed, such as axial compressive ratio、loading angle、material strength and setting mode of reinforcing bars. The results indicates that the loading angle has great influence on section especially under smaller compressive ratio, while the strength changes of the concrete and reinforced bars has a little influence. Thus, without changing amount of steel, encrypted hooping will effectively improve the ductility of column section.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 366)

Pages:

276-280

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.366.276

Citation:

Cite this paper

Online since:

October 2011

Authors:

Tie Cheng Wang, Xuan Chen

Keywords:

Ductility, Numerical Analysis, Z- Shaped Section Reinforced Concrete Column

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Haiyan Xu, Haihong Xue, Zhihua Yuan. Experimental and Theoretical Research on Load-bearing Capacity of Z-shaped R.C. columns [J]. Journal of East China Jiaotong University, 2004, 21(1): 8-11 (In Chinese).

Google Scholar

[2] Zhenhai Guo, Xudong Shi, Reinforced Concrete Theory and Analyse[M]. TSINGHUA UNIVERSITY PRESS. 2005: 178-180.

Google Scholar

[3] Zutong Cao, Yunxia Chen, Lingyong Wang, Shiliang Yao. Study on Strength, Ductility and Hysteretic Behavior of Reinforced Ceramsite Concrete Members Subjected to Axial Load and Flexure[J]. Journal of Building Structures. 1988(6): 1-16(In Chinese).

Google Scholar

[4] R. Park, M.J.N. Priestley and W.D. Gill. Ductility of Square-confined Concrete Columns[J]. ASCE, 1982, (4): 929-951.

Google Scholar

[5] A theoretical study of ductility of reinforced concrete specially shaped columns subjected to biaxial eccentric compression Loading[J]. Building structure, 1999（1）: 16-21(In Chinese).

Google Scholar

[6] GB 50010—2010, Code for design of concrete structures[S]. China Architecture & Building Press, 2011 (In Chinese).

Google Scholar