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

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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.

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Periodical:

Advanced Materials Research (Volumes 163-167)

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1456-1459

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. Guandalini, O. L. Burdet, A. Muttoni. ACI Structural Journal, Vol. 106 (2009), P. 87.

Google Scholar

[2] J. H. Lee, Y. S. Yoon and S. H., Lee et al. J. Struct. Engrg, Vol. 134 (2008), P. 448.

Google Scholar

[3] ACI Committee 318: Building Code Requirements for Reinforced Concrete. Detroit. American Concrete Institute(1995).

Google Scholar

[4] D. Ren, C. Y. Zhou and C. J. Jiao, unified predictive model for no-stirrup RC flexural members in shear/punching, proceedings of the 11th international symposium on structural engineering, Guangzhou, China. (in press).

Google Scholar

[5] GB 50010-2002 Code for Design of Concrete Structures. Beijing: China Architecture &Building Press. (2002).

Google Scholar

[6] C.Y. Zhou, X. J. He and D. Ren. Research Reports of Structural Engineering and Vibration, Tsinghua University Press. Vol. 6 (2003) P. 35. (in Chinese).

Google Scholar

[7] AS3600: Concrete Structures Standard. Standards Association of Australia, Sydney(1994).

Google Scholar

[8] N. M. Hawkins, H.B. Fallsen, and R.C. Hinojosa, aci Publication SP-30, Cracking, Deflection, and Ultimate Load of Concrete Slab Systems, ACI, Detroit, Mich. (1971), p.127.

Google Scholar

[9] L.Q. Liu, Experimental Study on Punching Shear Strength of RC Slabs with the Effect of Column Aspect Ratios and Flexural Reinforcement Ratios. Ph. D Thesis. Institute of Building structures, China Academy of Building Research. (2006) (in Chinese).

Google Scholar