FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME

Lin Rende

doi:10.13204/j.gyjz201208026

Volume 42 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 128-132,138

Lin Rende. FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 128-132,138. doi: 10.13204/j.gyjz201208026

Citation:

Lin Rende. FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 128-132,138. doi: 10.13204/j.gyjz201208026

Lin Rende. FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 128-132,138. doi: 10.13204/j.gyjz201208026

Citation:

Lin Rende. FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 128-132,138. doi: 10.13204/j.gyjz201208026

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FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME

doi: 10.13204/j.gyjz201208026

Lin Rende

1.
Fujian Academy of Building Research,Fuzhou 350025,China

Received Date: 2012-03-10
Publish Date: 2012-08-20

Abstract

Abstract

The bearing capacity tests of 4 flush endplate connections of portal frame with different details were carriedout along with their finite elements analyses to comprehend the mechanical property of such connections in practice．The behaviors of these connections under positive and negative moment were analyzed by finite elements method．Theresults show that setting ribbed stiffener in joint panel zone will remarkable increase the bearing capacity, merelythickening the beam endplate will not improve the bearing capacity, the nonlinear character appears in relatively earlystage for flute type column-beam connections．
- portal frame,
- flush endplate connection,
- full-scale test,
- finite element analysis

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References(9)

References

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