Paper Title:
Load Carrying Capacity Analysis of Multi-Spiral Reinforced Concrete Column
  Abstract

The behavior of confined concrete is highly dependent on the confinement type of transverse reinforcement, spiral hoops are generally believed to have better confined effect in concrete than rectangular hoops. It is verified through experiments and the oretical calculations that multi-spiral confined concrete columns have better mechanical properties than single spiral columns, the multi-spiral significantly increase the column’s strength, plasticity, ductility and anti-seismic capability. Based on the three-direction stress law of confined concrete, the load carrying capacity of the rectangular cross section concrete column with multi-spiral is analysed in this paper, and the calculated equation of the load carrying capacity is proposed, which provide a theory and calculation basis for multi-spiral confined concrete column design and research.

  Info
Periodical
Advanced Materials Research (Volumes 150-151)
Edited by
Jinglong Bu, Zhengyi Jiang and Sihai Jiao
Pages
441-446
DOI
10.4028/www.scientific.net/AMR.150-151.441
Citation
J. Wu, F. Z. Wang, W. Yang, Q. J. Ding, "Load Carrying Capacity Analysis of Multi-Spiral Reinforced Concrete Column", Advanced Materials Research, Vols. 150-151, pp. 441-446, 2011
Online since
October 2010
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Price
$32.00
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