Paper Title:
Investigation into Impact of Column Rectangularity on Shear Strength of No-Stirrup Rc Members in General Shear
  Abstract

Based on the links among various shear failure modes and the unified model for beam-like shear and symmetrical punching previously proposed, a new approach is presented to allow for the effect of column rectangularity on the shear capacities of members in general shear, which includes punching and beam-like shear as two particular extremes. In succeeded regression analysis, linear metric form is selected out of practical concern, and a lower-bound design equation is finally developed that can not only measure the influence of this variable on members in general shear, but can give a clear physical explanation to the measurement, as is absent in certain codes.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
1456-1459
DOI
10.4028/www.scientific.net/AMR.163-167.1456
Citation
D. Ren, C. Y. Zhou, "Investigation into Impact of Column Rectangularity on Shear Strength of No-Stirrup Rc Members in General Shear", Advanced Materials Research, Vols. 163-167, pp. 1456-1459, 2011
Online since
December 2010
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Price
$32.00
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