Paper Title:
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.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
3145-3150
DOI
10.4028/www.scientific.net/AMM.90-93.3145
Citation
Y. P. Xie, Z. B. Li, J. Song, X. L. Du, "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
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Xing Guo Wang, Zhao Xia Cheng, Yongchao Hao, Yi Xin Wang
Abstract:Mixing three different fiber composites into concrete specimens respectively, compressive strength, splitting tensile strength and flexural...
1976
Authors: Kao Zhong Zhao, Feng Wang, Xiao Feng Bian
Chapter 1: Civil Engineering
Abstract:The concrete-filled glass fiber reinforced gypsum wall panel is a kind of panel that the inside cavums of the glass fiber hollow gypsum panel...
16