Shear Size Effect Analysis of Reinforced Concrete Column Based on Truss-Arch Model

Abstract:

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With the development of modern constructional technique, more attention on the size effect is paid by academics and engineers. Shear failure mechanism of reinforced concrete column is analyzed firstly, and then the advances on the size effect of reinforced concrete column is introduced. the effects of sectional size on the shear behaviors of reinforced concrete column is studied by theoretical analysis and experimental summary, and the formula of the size effect of shear resistance of reinforced concrete column is proposed.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

3145-3150

DOI:

10.4028/www.scientific.net/AMM.90-93.3145

Citation:

Y. P. Xie et al., "Shear Size Effect Analysis of Reinforced Concrete Column Based on Truss-Arch Model", Applied Mechanics and Materials, Vols. 90-93, pp. 3145-3150, 2011

Online since:

September 2011

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Price:

$35.00

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