EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF THE BEAM-COLUMN SEMI-RIGID JOINT OF THE CONCRETE-FILLED SQUARE TUBE

Zhou Tao; Wang Jianguo; Wan Haiying

doi:10.13204/j.gyjz201403029

Volume 44 Issue 03

Jul. 2015

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Zhou Tao, Wang Jianguo, Wan Haiying. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF THE BEAM-COLUMN SEMI-RIGID JOINT OF THE CONCRETE-FILLED SQUARE TUBE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 147-149. doi: 10.13204/j.gyjz201403029

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Zhou Tao, Wang Jianguo, Wan Haiying. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF THE BEAM-COLUMN SEMI-RIGID JOINT OF THE CONCRETE-FILLED SQUARE TUBE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 147-149. doi: 10.13204/j.gyjz201403029

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EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF THE BEAM-COLUMN SEMI-RIGID JOINT OF THE CONCRETE-FILLED SQUARE TUBE

doi: 10.13204/j.gyjz201403029

Publish Date: 2014-03-20

Abstract

Abstract

The beam-column semi-rigid joint becomes more and more widely applied recently in the engineering practice due to various advantages． But the study on the mechanical properties of the joint is far from perfect in China． In the paper，four sets of specimens of the beam-column semi-rigid joint of the concrete-filled square tube were made． The study and description of mechanical behavior and failure mode of the joint under the low cycle cyclic loads were also done． It is concluded that the joint has good ductility and the capability of energy dissipation by the analysis of the various indicators． The study provides some reference for the node design of steel structure．
- concrete-filled tube,
- hysteresis curve,
- non-linear,
- semi-rigid joint

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