INFLUENCE OF STIFFENER AND END-PLATE-DEPTH ON FIRE RESISTANCE OF BEAM-TO-COLUMN SINGLE-SIDED JOINT

Wang Weiyong; Dong Yuli; Jiang Baofeng; Chen Jianqiang

doi:10.13204/j.gyjz200802026

Volume 38 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(2): 99-102

Wang Weiyong, Dong Yuli, Jiang Baofeng, Chen Jianqiang. INFLUENCE OF STIFFENER AND END-PLATE-DEPTH ON FIRE RESISTANCE OF BEAM-TO-COLUMN SINGLE-SIDED JOINT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 99-102. doi: 10.13204/j.gyjz200802026

Citation:

Wang Weiyong, Dong Yuli, Jiang Baofeng, Chen Jianqiang. INFLUENCE OF STIFFENER AND END-PLATE-DEPTH ON FIRE RESISTANCE OF BEAM-TO-COLUMN SINGLE-SIDED JOINT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 99-102. doi: 10.13204/j.gyjz200802026

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INFLUENCE OF STIFFENER AND END-PLATE-DEPTH ON FIRE RESISTANCE OF BEAM-TO-COLUMN SINGLE-SIDED JOINT

doi: 10.13204/j.gyjz200802026

1.
1. School of Civil Engineering,Tongji University,Shanghai 200092;
2.
2. School of Civil Engineering,Harbin Institute of Technology,Harbin 150090;
3.
3. Shandong Dongying Architectural Design Research Institute,Dongying 257091;
4.
4. Qingdao Technological University,Qingdao 266033

Received Date: 2007-04-25
Publish Date: 2008-02-20

Abstract

Abstract

An experiment study has been carried out on three types of joints, which are frequently used in the steel frame structure, employing fire-testing furnace. The types of joint include welded joint, welded flange bolted web joint and extended end-plate joint. Two welded joints and two welded flange bolted web joints are divided into column stiffened and column unstiffened. Two thicknesses, 12mm and 16mm, were taken into account in the four extended end-plate joints. Each-thickness-end-plate joints comprised two specimens and one was stiffened in column and the other was not stiffened. The experimental results indicate that the rib stiffener can greatly enhance the fire-resistance of welded joint and extended end-plate joint. Increasing the thickness of end-plate has not significantly effect on the fire-resistance of extended end-plate joint.
- joint,
- experimental study,
- fire-resistance,
- extended end-plate,
- rib stiffener

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References(8)

References

Steel Research, 1998, 46: 1-3

Al-Jabri K S, Lennon T, Burgess I W, et al. Behaviour of St eel and Composite Beam-Column Connect ions in Fire. Journal of Constructional

[2] Lest on-Jones L C, Burgess I W, Lennon T, et al. Elevated Temperature Moment-Rot ation Tests on Steelwork Connections. Structures Buildings,1997, 122(4) : 410-419

[3] Liu T C H. Moment-Rot ation-Temperature Characteristics of Steel Composite Connections. Journal of Structural Engineering, 1999, 125:1188-1197

[4] Spyrou S, Davidson J B. Displacement Measurement in Studies of Steel TStub Connect ions. Journal of Const ructional Steel Research, 2001, 57:647-659

[5] Benes M. Equivalent T-Stub in Tension Under Fire: [ Ph. D Thesis].Prague: Czech Republic, 2004: 124

[6] Olsen P C. Bolt ed Endplate Connect ions Revisited. Journal of Constructional St eel Research, 2002, 58: 1 265-1 280

[7] A-l Jabria K S, Seibib A, Karrech A. Modell ing of Unst iff ened Flush End-Plate Bolted Connect ions in Fire. Journal of Constructional St eel Research, 2006, 62: 151-159

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