EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN

Mao Xiaofei; Yang junjie; Zhag Zhu

doi:10.13204/j.gyjz201011018

Volume 40 Issue 11

May 2015

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Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

Citation:

Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

Citation:

Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

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EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN

doi: 10.13204/j.gyjz201011018

1.
1. Architecture design and plan institute of Zhejiang University of Technology,Hangzhou 310014,China;
2.
2. College of Civil Engineering and Architecture,Zhejiang University of Technology,Hangzhou 310014,China;
3.
3. The Architecture Design Institute of Hangzhou,Hangzhou 310001,China

Received Date: 2010-03-16
Publish Date: 2010-11-20

Abstract

Abstract

The shear carrying capacity experiment of Z-shaped column was carried out,through the synthetic analysis of both crack expanding condition and failure modes,the shear failure mechanism and shear failure law were studied,it was obfained the effect of the factors,such as axial compression ratio,shear span ratio,stirrup reinforcement ratio and ratio of section height to section thickness of column 1eg,which affected the shear carrying capacity and ductility capacity of Z-shaped column.And based on the results of the experiment,the regression formula,the formula for the structure design and some suggestions on design of practical projects were presented,which provided a reference for structure designer.
- Z-shaped RC column,
- the shear capacity,
- ratio of axial compression stress to strength,
- experimental study