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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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(12): 54-59

Zhao Ping, Sun Shanxing, Zhou Wensheng. CONSTRUCTION PROCESS INVERSE SIMULATION ANALYSIS OF CABLE DOME BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 127-130. doi: 10.13204/j.gyjz201304027

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

Zhao Ping, Sun Shanxing, Zhou Wensheng. CONSTRUCTION PROCESS INVERSE SIMULATION ANALYSIS OF CABLE DOME BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 127-130. doi: 10.13204/j.gyjz201304027

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.

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References(6)

References

[2] GB 50367-2006 混凝土结构加固技术规范

CECS 43:92 钢筋混凝土装配整体式框架节点与连接设计规程

[3] GB 50152-92 混凝土结构的试验方法标准

[4] 南京工学院工民建教研组.齿槽式粱柱接头受力性能及计算方法的研究.南京工学院学报,1978(2):69-129

[5] 章文纲,程铁生.装配式框架钢纤维混凝土齿槽节点.建筑结构学报,1995(6):52-58

[6] GB 50010-2002 混凝土结构设计规范

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