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The actual working performance of the shear connector in the steel -concrete combination beam
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[1]Nie Jianguo,Guards,The actual working performance of the shear connector in the steel -concrete combination beam[J].Journal of Zhengzhou University (Engineering Science),1991,12(04):43-47.
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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 12卷 Number of periods: 1991 04 Page number: 43-47 Column: Public date: 1991-12-28
Title:
The actual working performance of the shear connector in the steel -concrete combination beam
Author(s):
Nie Jianguo; Guards;
The Department of Civil Construction of Zhengzhou Institute of Technology, Department of Civil Construction of Zhengzhou Institute of Technology,
Keywords:
Combination beam;  set connection parts;  bearing capacity
CLC:
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DOI:
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Abstract:
This article studies the actual work performance and bearing capacity of the group shear connector through the test of the steel-concrete combination beam. The method of calculating the actual bearing capacity of the shear connector was calculated using the test results. Tests and computing show that the actual bearing capacity of the shear connector in the combination beam is higher than the bearing capacity obtained by the launch test (8-35 %). The study of this article shows that the Calculating formula for the Calculating Calculation of the Steel Steel and Polying Connection of the Steel Structural Design (GBJ17-88) is pretty safe.
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