AN UNIAXIAL LOADED EXPERIMENTAL STUDY OF BEAM-PILLAR SUPPORTED JOINT IN LARGE COAL-FIRED POWER PLANTS

Jiang Zhaodong

doi:10.13204/j.gyjz201502025

Volume 45 Issue 2

Apr. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(2): 118-124

Guo Yanlin, Liu Tao. DIRECT STRENGTH METHOD OF ULTIMATE LOAD-CARRYING CAPACITY OF WELDED BOX-SECTION COLUMNS SUBJECTED TO LOCAL BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 41-48. doi: 10.13204/j.gyjz200909008

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Jiang Zhaodong. AN UNIAXIAL LOADED EXPERIMENTAL STUDY OF BEAM-PILLAR SUPPORTED JOINT IN LARGE COAL-FIRED POWER PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 118-124. doi: 10.13204/j.gyjz201502025

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AN UNIAXIAL LOADED EXPERIMENTAL STUDY OF BEAM-PILLAR SUPPORTED JOINT IN LARGE COAL-FIRED POWER PLANTS

doi: 10.13204/j.gyjz201502025

Jiang Zhaodong

Publish Date: 2015-02-20

Abstract

Abstract

An uniaxial loaded experiment of beam-pillar supported joint widely used in steel structure workshop was introduced． Three specimens of different working place was studied． A comparison between the result under ultimate load and the result of the present method was made． The axial force of slanting brace was obtained and was compared with the stress of repeatedly loaded experiment． The result showed that the joint had different load carrying capacity in different working place． The present calculation method was safe when the brace was not yielded and the stiffness and strength of the connection angle steel could meet the requirements． The method proposed in this paper could be used when the stiffness and strength of the connection angle steel could not meet the requirements．
- the beam-to-column with brace connection,
- uniaxial loading,
- bearing capacity,
- experiment

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