Component-based model of the behaviour of flexible end-plate connections at elevated temperatures

Composite Structures

Volumn 66, Issue 1-4, 2004, Pages 215-221

  Al Jabri, K S ^a  

^a SULTAN QABOOS UNIVERSITY   (Oman)

Author keywords

Component based model; Composite; Fire; Flexible end plate; Stiffness; Strength; Temperature

Indexed keywords

DEGRADATION; ELASTICITY; PLATES (STRUCTURAL COMPONENTS); STIFFNESS; STRENGTH OF MATERIALS;

COMPOSITE CONNECTION; ELASTIC ZONE;

COMPOSITE STRUCTURES;

COMPOSITE;

EID: 4143124333     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2004.04.040     Document Type: Article

References (12)

1. EC3: Design of steel structures Part 1.1: Revised Annex J joints and building frames (draft) document CEN/TC250/SC3 N419E. European Committee for Standardisation. 1994
2. Al-Jabri KS. The behaviour of steel and composite beam-to-column connections in Fire. Ph.D. Thesis. Department of Civil and Structural Engineering, University of Sheffield, UK. 1999
3. Aribert JM, Lachel A. Experimental investigation of composite connections in global interpretation. Proc COST C1 conf on semi-rigid joints. Strasbourg, France. 1992, pp. 158-169
4. Anderson D. Najafi A.A. Performance of composite connections: major axis end-plate joints J. Construct. Steel Res. 31 1 1994 31-57
5. Ren P, Crisinel M. Prediction method for moment-rotation behaviour of composite beam to steel column connection. In: Bjorhovde R, et al. editors, Connections in steel structures III: behaviour, strength and design, Proc 3rd int workshop, Trento University, Italy, 1995, pp. 33-46
6. Ahmed B. Nethercot D. A prediction of initial stiffness and available rotation capacity of major axis composite flush end-plate connections J. Construct. Steel Res. 41 1 1997 31-60
7. Chapman J.C. Experiments on composite beams The Struct. Eng. 42 11 1964 369-383
8. Mottram J.T. Johnson R.P. Push tests on studs welded through profiled steel sheeting Struct. Engr. 68 10 1990 187-193
9. Lloyd R.M. Wright H.D. Shear connection between composite slabs and steel beams J. Construct. Steel Res. 15 1990 255-285
10. Mistakidis ES, Thomopolos KT, Avdelas A, Panagiotopoulos PD. Analysis of Composite Beams with Shear Connectors Allowing for Softening. in: Kounadis, editor, Steel Structures-Eurosteel '95. Rotterdam: Balkema; 1995, p. 73-80
11. EC3: Design of steel structures, part 1.1: Revised Annex J joints and building frames., (draft). Document CEN/TC250/SC3 N419E. European Committee for Standardisation. 1994
12. Kirby B.R. Preston R.R. High temperature properties of hot rolled structural steels for use in fire engineering design studies Fire Safety J. 13 1988 27-37