EXPERIMENTAL STUDY AND MECHANISM ANALYSIS OF STEEL FIBER CONCRETE FRAME JOINTS＇　SHEAR CAPACITY

Zheng Qizhen; Wei Lin; Tang Baohua

doi:10.13204/j.gyjz200409017

Volume 34 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(9): 57-60

Zheng Qizhen, Wei Lin, Tang Baohua. EXPERIMENTAL STUDY AND MECHANISM ANALYSIS OF STEEL FIBER CONCRETE FRAME JOINTS＇　SHEAR CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 57-60. doi: 10.13204/j.gyjz200409017

Citation:

Zheng Qizhen, Wei Lin, Tang Baohua. EXPERIMENTAL STUDY AND MECHANISM ANALYSIS OF STEEL FIBER CONCRETE FRAME JOINTS＇　SHEAR CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 57-60. doi: 10.13204/j.gyjz200409017

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EXPERIMENTAL STUDY AND MECHANISM ANALYSIS OF STEEL FIBER CONCRETE FRAME JOINTS＇　SHEAR CAPACITY

doi: 10.13204/j.gyjz200409017

1.
1. Department of Civil Engineering,Shanghai University of Science and Engineering Shanghai 200093;
2.
2. Shanghai Mechanized Construction Co. Shanghai 200072

Received Date: 2003-12-20
Publish Date: 2004-09-20

Abstract

Abstract

Based on nine experiments on edge joints of steel fiber concrete frame, the failure process and characteristics of the joints are studied, and the mechanism model of double shear-compression zone at joint core for shear capacity calculation is presented. The problem that the stirrups and steel fibers work together at the joints is also discussed.Considering the shear stirrups in SFC frame joints, the portion of shear carried by steel fibers should be reduced. As a result, the shear strength formula for these joints is presented, whose results agree well with the test results.
- steel fiber concrete,
- frame joint,
- shear-compression zone,
- shear strenth