Paper Title:
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.

  Info
Periodical
Chapter
Chapter 2: Material Science and Manufacturing Technology
Edited by
Helen Zhang and David Jin
Pages
276-280
DOI
10.4028/www.scientific.net/AMR.366.276
Citation
T. C. Wang, X. Chen, "Non-Linear Analysis of Z-Shaped Section Reinforced Concrete Column", Advanced Materials Research, Vol. 366, pp. 276-280, 2012
Online since
October 2011
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Price
$32.00
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