Vol. 14, No. 1, pp. 57-72(2018)
EXPERIMENTAL STUDY ON THE PERFORMANCE OF
SLANT END-PLATE CONNECTIONS AT ELEVATED
TEMPERATURE
Farshad Zahmatkesh1,*, Mohd. H. Osman2, Elnaz Talebi3,
Ahmad Kueh3 and Mahmood Tahir3
1Pennsylvania Housing Research Centre (PHRC), Department of Architectural Engineering,
Pennsylvania State University, University Park, PA, 16801, USA
2 UTM Forensic Engineering Centre, Faculty of Civil Engineering,
Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
3Construction Research Centre (CRC), Faculty of Civil Engineering,
Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
*(Corresponding author: E-mail:This email address is being protected from spambots. You need JavaScript enabled to view it.)
Received: 24 January 2016; Revised:23 March 2017; Accepted: 25 March 2017
DOI:10.18057/IJASC.2018.14.1.4
View Article | Export Citation: Plain Text | RIS | Endnote |
ABSTRACT
Axially restrained steel beams exhibit lower structural efficiency when they are subjected to elevated temperature. Thermal expansion is one of the most hazardous conditions such beams could experience throughout their service life. In this regard, using an adequately performing connection can enhance the thermal performance of the beams. This paper, therefore, evaluates experimentally the performance of slant end-plate as a proposed connection for dissipating thermal expansion experienced by the steel beam. In this study, several experimental tests were carried out on two different specimens in terms of scaling and gravity loads to prove the hypothesis and results obtained from a present analytical study. The evaluation of tests and analytical results showed that both outcomes are consistent with each other with comparison ratios between 0.96 and 1.09. In addition, the experimental tests, as well as analytical outcomes, have proven that the slant end-plate connection can successfully reduce the additional thermally induced axial forces via the upward crawling mechanism.
KEYWORDS
Slant end-plate connection, elevated temperature, gravity load, experimental test, analytical model
REFERENCES
[1] Rodrigues, J.P.C., Cabrita Neves, I. and Valente, J.C., "Experimental Research on the Critical Temperature of Compressed Steel Elements with Restrained Thermal Elongation", Fire Safety Journal, 2000, Vol. 35, No. 2, pp. 77-98.
[2] Mourão, H.D.R. and E Silva, V.P., "On the Behaviour of Single-span Steel Beams under Uniform Heating", Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2007, Vol. 29, No. 1, pp. 115-122. 72 Experimental Study on the Performance of Slant End-Plate Connections at Elevated Temperature
[3] Wong, M.B., Modelling of Axial Restraints for Limiting Temperature Calculation of Steel Members in Fire", Journal of Constructional Steel Research, 2005, Vol. 61, No. 5, pp. 675-687.
[4] Usmani, A.S., Rotter, J.M., Lamont, S., Sanad, A.M. and Gillie, M., "Fundamental Principles of Structural Behaviour under Thermal Effects", Fire Safety Journal, 2001, Vol. 36, No. 8, pp. 721-744.
[5] Bailey, C.G., Burgess, I.W. and Plank, R.J., "Analyses of the Effects of Cooling and Fire Spread on Steel-framed Buildings", Fire Safety Journal, 1996, Vol. 26, No. 4, pp. 273-293.
[6] Larson, S.C. and Van Geem, M.G., "Structural Thermal Break Systems for Buildings: Feasibility Study: Final Report, in Other Information: Portions of this Document are Illegible in Microfiche Products", Original Copy Available until Stock is Exhausted, 1987, pp. Medium: X, Size: Pages: 102.
[7] Bradford, M., "Elastic Analysis of Straight Members at Elevated Temperatures. Advances in Structural Engineering, 2006, Vol. 9, No. 5, pp. 611-618.
[8] Takagi, J. and Deierlein, G.G., "Strength Design Criteria for Steel Members at Elevated Temperatures", Journal of Constructional Steel Research, 2007, Vol. 63, No. 8, pp. 1036-1050.
[9] Yuan, Z., Tan, K.H. and Ting, S.K., "Testing of Composite Steel Top-and-seat-andweb Angle Joints at Ambient and Elevated Temperatures, Part 1: Ambient Tests", Engineering Structures, 2011, Vol. 33, No. 10, pp. 2727-2743.
[10] Sarraj, M., Burgess, I., Davison, J. and Plank, R., "Finite Element Modelling of Steel Fin Plate Connections in Fire", Fire Safety Journal, 2007, Vol. 42, No. 6, pp. 408-415.
[11] Mao, C., Chiou, Y.-J., Hsiao, P.-A. and Ho, M.-C., "Fire Response of Steel Semi-rigid Beam–column Moment Connections", Journal of Constructional Steel Research, 2009, Vol. 65, No. 6, pp. 1290-1303.
[12] Yu, H., Burgess, I., Davison, J. and Plank, R., "Experimental and Numerical Investigations of the Behavior of Flush End Plate Connections at Elevated Temperatures", Journal of Structural Engineering, 2010, Vol. 137, No. 1, pp. 80-87.
[13] Díaz, C., Martí, P., Victoria, M. and Querin, O.M., "Review on the Modelling of Joint Behaviour in Steel Frames", Journal of Constructional Steel Research, 2011, Vol. 67, No. 5, pp. 741-758.
[14] Lin, S., Huang, Z. and Fan, M., "Modelling of End-Plate Connections in Fire, in Design, Fabrication and Economy of Metal Structures. 2013, Springer. pp. 321-326.
[15] Lin, S., Huang, Z. and Fan, M., "Modelling Partial End-plate Connections under Fire Conditions", Journal of Constructional Steel Research, 2014, Vol. 99, pp. 18-34.
[16] Zahmatkesh, F., Osman, M.H. and Talebi, E., "Thermal Behaviour of Beams with Slant End-Plate Connection Subjected to Nonsymmetric Gravity Load", The Scientific World Journal, 2014. 2014.
[17] Zahmatkesh, F., Osman, M.H., Talebi, E. and Kueh, A.B.H., "Analytical Study of Slant End-plate Connection subjected to Elevated Temperatures", Steel and Composite Structures, 2014, Vol. 17, No. 1, pp. 47-67.
[18] EC3, Eurocode 3 (EC3), BS EN 1993-1-2: Design of Steel Structures, Part 1-2: General Rules-Structural Fire Design. . 2005, British Standards Institution London, UK.
[19] Zahmatkesh, F., Osman, M.H., Talebi, E. and Kueh, A.B.H., "Direct Stiffness Model of Slant Connection under Thermal and Non-symmetric Gravity Load", Journal of Constructional Steel Research, 2014, Vol. 102, No. 0, pp. 24-43.