SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS

Zhang Pei; Pan Jinglong

doi:10.13204/j.gyjz200812015

Volume 38 Issue 12

Dec. 2014

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Zhang Pei, Pan Jinglong. SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 54-59. doi: 10.13204/j.gyjz200812015

Citation:

Zhang Pei, Pan Jinglong. SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 54-59. doi: 10.13204/j.gyjz200812015

Zhang Pei, Pan Jinglong. SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 54-59. doi: 10.13204/j.gyjz200812015

Citation:

Zhang Pei, Pan Jinglong. SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 54-59. doi: 10.13204/j.gyjz200812015

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SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS

doi: 10.13204/j.gyjz200812015

1.
School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2007-10-23
Publish Date: 2008-12-20

Abstract

Abstract

A total of 9 tests were conducted on three kinds of full scale beam-column connections,including tooth-grooved connection,sticking steel plate welded angle iron connection and roughened interface with inserting bent-up bars connection. It was confirmed that the roughened interface connections had better performance,its strength was up to the strength of integral casting beams. It was also discussed the shear behavior and mechanism of the three kinds of connections. The formulas to calculate the shear capacity of connections were proposed,it is shown that the theoretical values were in good agreement with those of the test,and they could be used as reference in engineering practice.