STRENGTHENING METHOD AND STRUCTURAL PERFORMANCE OF COLD-FORMED CUT-CURVED STEEL UNDER COMPRESSION

Authors

  • Mohd Syahrul Hisyam Mohd Sani Faculty of Civil Engineering, Universiti Teknologi Mara Pahang, Pahang, Malaysia
  • Fadhluhartini Muftah Faculty of Civil Engineering, Universiti Teknologi Mara Pahang, Pahang, Malaysia
  • Cher Siang Tan Forensic Engineering Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia
  • Mahmood Md Tahir Construction Research Centre, Universiti Teknologi Malaysia, Johor, Malaysia

DOI:

https://doi.org/10.11113/jt.v78.8518

Keywords:

Cold-formed steel, cut-curved, structural performance, compression

Abstract

Cold-formed steel section (CFSS) is a popular material in the steel structure that has been recognised in construction work. CFSS with curved section is a new section that proposed in the CFSS and still being studied by researchers. Steel curved section, whether by using hot-rolled or cold-formed steel become essential and significant in the design that be suited by the architectural demand. For this reason, the CFSS is recommended to provide the curve in the structure and dispute the use of the hot-rolled steel. In the study, the CFSS is curved by using a clamp, small bender and welding machine. Through this process, CFSS with cut-curved (CFSS-C) is strengthened by welding in particular location at flange and web. The CFSS-C are established into five specimens with different of welding location and added with one normal specimen (CFSS-N) as a control specimen. The CFSS is tested for the structural performance of the column specimens with the height, 1000 mm under compression load and lastly the suitable strengthens method with highest of ultimate load is selected. From the testing, CFSS-C4 is reported to decrease about 32.26 % when compared with normal specimen. 

References

Heidarpour, A., Bradford, M. A. and Othman, K. A. M. 2011. Thermoelastic flexural-torsional buckling of steel arches. Journal of Constructional Steel Research. 67: 1806-1820.

Han, L-H., Zheng, L-Q., He, S-H. and Tao Z. 2011. Tests on Curved Concrete Filled Steel Tubular Members Subjected To Axial Compression. Journal of Constructional Steel Research. 67: 965-976.

El-Mahdy, G. M. 2014. Parametric Study Of The Structural And In-Plane Buckling Analysis Of Ogee Arches. HBRC Journal. 10: 108-116.

Tran, K. L., Douthe, C., Sab, K., Dallot, J., Davaine, L. 2014. A Preliminary Design Formula For The Strength Of Stiffened Curved Panels By Design Of Experiment Method. Thin-Walled Structures. 79: 129-137.

Spoorenberg, R. C., Snijder, H. H., Hoenderkamp, J. C. D. and Beg, D. 2012. Design Rules For Out-Of-Plane Stability Of Roller Bent Steel Arches With FEM. Journal of Construction Steel Research. 79: 9-21.

Spoorenberg, R. C., Snijder, H. H. and Hoenderkamp, J. C. D. 2012. A Theoretical Method For Calculating The Collapse Load Of Steel Circular Arches. Engineering Structures. 38: 89-103.

Guo, Y-L., Zhao, S-Y., Pi, Y-L., Bradford, M.A. and Dou, C. 2015. An Experimental Study On Out-Of-Plane Inelastic Buckling Strength Of Fixed Steel Arches. Engineering Structure. 98: 118-127.

Virgin, L. N., Wiebe, R., Spottswood, S. M., Eason, T. G. 2014. Sensitivity In The Structural Behaviour Of Shallow Arches. International Journal of Non-Linear Mechanics. 58: 212-221.

Xi, K., Li, J., Zhou, T. And Lin, T. 2013. Out-of-Plane Stability Analysis of I-Section Steel Arch. Applied Mechanics and Materials. 405-408: 781-785.

Dou, C. And Pi, Y-L. 2015. Flexural-Torsional buckling Resistance Design of Circular Arches with Elastic End Restraints. Journal of Structural Engineering. 04015104-1-10.

Dou, C., Guo, Y-L., Zhao, S-Y. And Pi, Y-L. 2015. Experimental Investigation into Flexural-Torsional Ultimate Resistance of Steel Circular Arches. Journal of Structural Engineering. 04015006-1-12.

BS EN 10002-1:2001. 2001. Tensile Testing of Metallic Materials. Method of Test at Ambient Temperature.

Downloads

Published

2016-05-08

How to Cite

STRENGTHENING METHOD AND STRUCTURAL PERFORMANCE OF COLD-FORMED CUT-CURVED STEEL UNDER COMPRESSION. (2016). Jurnal Teknologi, 78(5-3). https://doi.org/10.11113/jt.v78.8518