1. School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, Pulau Pinang 14300, Malaysia 2. Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai Johor 81310, Malaysia
A triangular web profile (TriWP) is a modified section where the flanges are connected to a web plate of triangular profile. This study examined the torsional behavior of TriWP steel sections and compared to that of the flat web (FW) steel sections. Three types of specimen sizes were used: 180 mm × 75 mm × 5 mm × 2 mm, 200 mm × 100 mm × 8 mm × 6 mm, and 200 mm × 100 mm × 6 mm × 5 mm. All the specimens were loaded vertically until the maximum load was achieved and then the load was released. For both types of specimens, it was observed that the torsional rotation for bigger size [200 mm × 100 mm × 8 mm × 6 mm] were smaller than that of smaller size [180 mm × 75 mm × 5 mm × 2 mm] of the specimens. At the maximum torsional loading, the experimental result was compared to the theoretical calculation. The comparison showed that the percentage difference ranged from 1.10% to 16.80%. From the graph of torsional load versus rotational angle, the torsional rotation for all TriWP steel sections were smaller than that of the FW steel section under the same torsional loading i.e., 0.2 kNm and 1 kNm. The range between FW and TriWP were 3.74 to 71.83 at 0.2 kNm while 14.5 to 75.1 at 1.0 kNm. The findings were shown that the TriWP steel sections had better resistance against torsion in comparison to FW steel section.
Effect of web corrugation angle on bending performance of TriWP
The deflection of 45° and 75° web corrugation angle were the lowest deflection value either in minor or major axis of TriWP.
De’nan and Hashim [22]
TriWP subjected to bending
The deflection of TriWP was more in major axis (Ix) and less in minor axis (Iy). So, the TriWP steel section had a higher resistance to bending about minor axis than flat web steel section.
De’nan et.al [20]
Effect TriWP on the shear behavior
TriWP had a higher shear capacity compared to that of normal flat web profile section.
Sabarish J, Biju V. Web Buckling Of Castellated Beams. Department of Civil Engineerin g, College of Engineering Trivandrum, Kerala, India, 2010
2
Trahair N S, Pi Y L. Torsion, bending and buckling of steel beams. Engineering Structures, 1997, 19(5): 372–377
3
Sapountzakis E J, Mokos V G. Non-uniform torsion of bars of variable cross section. Computers & Structures, 2004, 82(9): 703–715
4
Coull A, Tawfik S Y. Analysis of core structures subjected to torsion. Building and Environment, 1981, 16(3): 221–228
5
Billinghurst A, Williams J R L, Chen G, Trahair N S. Inelastic uniform torsion of steel members. Computers & Structures, 1992, 42(6): 887–894
6
Gotluru B P, Schafer B W, Pekoz T. Torsion in thin-walled cold-formed steel beams. Thin-walled Structures, 2000, 37(2): 127–145
7
Eldib M E A. Shear buckling strength and design of curved corrugated steel webs for bridges. Journal of Constructional Steel Research, 2009, 65(12): 2129–2139
8
He J, Liu Y, Lin Z, Cheng A, Yoda T. Shear behavior of partially encased composite I-girder with corrugated steel web: Experimental study. Journal of Constructional Steel Research, 2012, 77: 193–209
9
Ding Y, Jiang K, Liu Y. Nonlinear analysis for PC box-girder with corrugated steel webs under pure torsion. Thin-walled Structures, 2012, 51: 167–173
10
Khalid Y A, Chan C L, Sahari B B, Hamouda A M S. Bending behavior of corrugated web beams. Journal of Materials Processing Technology, 2004, 150(3): 242–254
11
Korrani H R K N. Lateral bracing of I-girder with corrugated webs under uniform bending. Journal of Constructional Steel Research, 2010, 66(12): 1502–1509
12
Jamali S. Torsional behavior of trapezoid web profile. Master Thesis, UniversitiTeknologi Malaysia, 2002
13
Yi J, Gil H, Youn K, Lee H. Interactive shear buckling behavior of trapezoidally corrugated steel webs. Engineering Structures, 2008, 30(6): 1659–16669
14
Moon J, Yi J, Choi B H, Lee H. Shear strength and design of trapezoidally corrugated steel webs. Journal of Constructional Steel Research, 2009, 65(5): 1198–1205
15
Denan F, Osman M H, Saad S. The study of lateral torsional buckling behavior of beam with trapezoid web steel section by experimental and finite element analysis. International Journal of Research and Reviews in Applied Science, 2010, 221(1-2): 107–111
16
He J, Liu Y, Chen A, Yoda T. Mechanical behavior and analysis of composite bridges with corrugated steel webs: State-of-the-art. International Journal of Steel Structures, 2012, 12(3): 321–338
17
Wang Z, Tan L, Wang Q. Fatigue strength evaluation of welded structural details in corrugated steel web girders. International Journal of Steel Structures, 2014, 13(4): 707–721
18
Den’nan F, Hashim N S.Experimental study on bending behavior of triangular web profile steel beam section. International Journal of Research in Engineering and Technology, 2013, 2(10): 384–390
19
Nethercot D A, Salter P R, Malik A S. Design of members subject to combined bending and torsion, SCI Publication 057, The Steel Construction Research, 1997
20
Denan F, Hashim N S. The effect of web corrugation angle on bending performance of triangular web profile steel beam section. International Journal of Energy Engineering, 2012, 2(1): 1–4
21
De’nan F. Effect of triangular web profile on the shear behaviour of steel I-beam. Iranica Journal of Energy & Environment, 2013, 4(3): 219–222
22
De’nan F, Omar N, Mustapha M.Finite element analysis of torsion behaviour of triangular web profile beam section. In: Proceedings of the PMM Research Colloqium 2012. Politeknik Merlimau, Melaka, January 2012