Abstract
Nowadays, cold-form steel section is widely used in the construction of steel structure as they proved more efficient as compared to the hot-rolled section. The steel beams are also called as bending or flexure members and are susceptible to lateral torsional as well as distortion buckling, which ultimately leads to reduction in moment of resistance of the sections. To conquer this light steel beam (LSB) is developed. Observation on failure pattern of light steel beam from the previous research shows that it becomes essential to strengthen the flexural members. Therefore, in this study an attempt has been made to study the effectiveness of various strengthening alternatives of the LSB, i.e., the section with and without notch and provision of stiffeners at web and flange. As a result, flexural strength, failure pattern and deflection parameters have been studied. To validate the failure patterns and deflection, the beam specimens were analyzed using ANSYS v 12. The experimental and finite element results reveal that there is an increased in bending strength of 25.6% when the stiffener is provided on web as compared to the other stiffening arrangements. For that reason, an intermediate web stiffening arrangement is found to be better than the intermediate flange sections.
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References
Gotluru BP, Schafer BW, Pekoz T (2020) Torsion in thin walled cold formed steel beams. Thin Walled Struct 37:127–145
Kaveh A, Shokohi F (2015) Optimum design of castellated beams using colliding bodies optimization algorithm. Steel Compos Struct 2(18):305–324
Kaveh A, Shokohi F (2016) Application of grey wolf optimizer in design of castellated beams. Asian J Civ Eng (BHRC) 17(5):683–700
Kaveh A, Shokohi F (2016) Optimum design of laterally supported castellated beams using tug of war optimization algorithm. Struct Eng Mech 3(58):533–553
Kaveh A, Shokohi F (2014) Cost optimization of castellated beams using charged system search algorithm. Iran J Sci Technol Trans Civ Eng 38(C1+):235–249
Morkhade SG, Gupta LM (2012) Effect of load height on buckling resistance of steel beams. In: Proceedings of 3rd Nirma University International Conference, Ahmedabad, India
Morkhade SG, Gupta LM (2014) Parametric study of steel beam with web opening. In: Proceedings of 9th Biennial event, an International Conference, Indian Institute of Technology, Delhi, India. Bloomsbury Publishing India Pvt. Ltd. ISBN: 978-93-84898-724
Morkhade SG, Gupta LM (2015) An experimental and parametric study of steel beams with web openings. Int J Adv Struct Eng 7:249–260
Morkhade SG, Gupta LM (2015) Analysis of steel I-beams with rectangular web openings: experimental and finite element investigation. Eng Struct Technol 7(1):13–23
Morkhade SG, Gupta LM (2017) Experimental investigation for failure analysis of steel beams with web openings. Steel Compos Struct 23(6):647–656
Morkhade SG, Shaikh S, Kumbhar A, Shaikh A, Tiwari R (2018) Comparative study of ultimate load for castellated and plain webbed beam. Int J Civ Eng Technol 9(8):1466–1476
Morkhade SG, Kshirsagar M, Dange R, Patil A (2018) Comparative study of hybrid and homogeneous steel beams with web openings. In: Proceedings of the 11th Structural Engineering Convention, Jadavpur University, Kolkata, India
Morkhade SG, Kshirsagar M, Dange R, Patil A (2019) Analytical study of effect of web opening on flexural behaviour of hybrid beams. Asian J Civ Eng 20:537–547
Morkhade SG, Gupta LM (2019) Ultimate load behaviour of steel beams with web openings. Aust J Struct Eng 20(2):124–133
Morkhade SG, Baswaraj SM, Nayak CB (2019) Comparative study of effect of web openings on the strength capacities of steel beam with trapezoidally corrugated web. Asian J Civ Eng 20:1089–1099
Morkhade SG, Gupta LM (2019) Behaviour of castellated steel beams: state of the art review. Electron J Struct Eng 19(1):39–48
Morkhade SG, Lokhande RS, Gund UD, Divate AB, Deosarkar SS, Chavan MU (2020) Structural behaviour of castellated steel beams with reinforced web openings. Asian J Civ Eng 21(6):1067–1078
Morkhade SG, Gupta LM (2015) Experimental study and rotational capacity of steel beams with web openings. Int J Civ Struct Eng 6(1):58–69
Mehetre AJ, Talikoti RS (2020) Effect of fillet radii on moment carrying capacity of sinusoidal web opening castellated steel beams in comparison with hexagonal web openings. Iran J Sci Technol Trans Civ Eng. https://doi.org/10.1007/s40996-020-00378-w
AS/NZS 4600 Australian/New Zealand Standard-cold formed steel structures (2018)
Anapayan T, Mahendran M, Mahaarachchi D (2011) Lateral distortional buckling tests of a new hollow flange channel beam. Thin Walled Struct 49:13–25
Yu C, Schafer BW (2004) Local buckling tests on cold-formed steel beams. In: Proceeding of specialty conference on cold formed steel structures, pp 1596–1606
Avery P, Mahendran M, Nasir A (2000) Flexural capacity of hollow flange beams. J Constr Steel Res 53:201–223
Shahbazian A, Wang YC (2012) Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression. Thin Walled Struct 49(11):1415–1428
Keerthan Poologanathan, Mahendran Mahen, Steau Edward (2015) Experimental study of web crippling behavior of hollow flange channel beams under two flange load cases. Thin Walled Struct 85:207–219
ANSYS Inc., Yuvi K (2012) Release 14.5 documentation. ANSYS, Canonsburg
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Raut, K.V., Morkhade, S.G., Khartode, R.R. et al. Experimental study on flexural behavior of light steel hollow flange beam with various stiffening arrangements. Innov. Infrastruct. Solut. 5, 90 (2020). https://doi.org/10.1007/s41062-020-00345-4
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DOI: https://doi.org/10.1007/s41062-020-00345-4