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

Abstract:

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.

• Periodical: Applied Mechanics and Materials (Volumes 90-93)
• Pages: 3145-3150
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.90-93.3145
• Online since: September 2011
• Authors: Yong Ping Xie, Zhen Bao Li, Jia Song, Xiu Li Du
• Keywords: Reinforced Concrete Column, Shear Force, Size Effect, Truss-Arch Model

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