Document Type : Research
Authors
1 Ph.D, Faculty of Science and Technology, Civil Engineering Department, University of Tebessa, BP 02, route de Constantine, Tébessa 12000, Algeria.
2 Senior lecturer in steel structures, Faculty of Science and Technology, Civil Engineering Department, University of Tebessa, BP 02, route de Constantine, Tébessa 12000, Algeria.
Abstract
Keywords
[1] Timoshenko, S. P., & Gere, J. M. (1963). Theory of Elastic Stability. 2nd ed., New York:: McGraw-Hill. | ||||
[2] Chajes, A. (1974). Principles of Structural Stability. 1st ed., New Jersey:: Prentice-Hall. | ||||
[3] Trahair, N. S. (1993). Flexural-Torsional Buckling of Structures. 1st ed., E & FN SPON, London:: Taylor & Francis Group. https://doi.org/10.1201/9781482271218 |
||||
[4] Benyamina, A. B., Meftah, S. A., Mohri, F., & Daya, E. M. (2013). Analytical solutions attempt for lateral torsional buckling of doubly symmetric web-tapered I-beams. Engineering Structures, 56, 1207-1219. https://doi.org/10.1016/j.engstruct.2013.06.036 |
||||
[5] Ozbasaran, H., Aydin, R., & Dogan, M. (2015). An alternative design procedure for lateral-torsional buckling of cantilever I-beams. Thin-Walled Structures, 90, 235-242. https://doi.org/10.1016/j.tws.2015.01.021 |
||||
[6] Wang, Y. Q., Yuan, H. X., Shi, Y. J., & Chenk, M. (2012). Lateral-torsional buckling resistance of aluminum I-beam. Thin-Walled Structures, 50, 24-36. https://doi.org/10.1016/j.tws.2011.07.005 |
||||
[7] Da Silva, L. S., Rebelo, C., Nethercot, D., Marques, L., Simões, R., & Real, PMM. (2009). Statistical evaluation of the lateral-torsional buckling resistance of steel I-beams. Part 2: Variability of steel properties, Journal of Constructional Steel Research, 65, 832-849. https://doi.org/10.1016/j.jcsr.2008.07.017 |
||||
[8] Rahair, N. S. (2009). Buckling analysis design of steel frames. Journal of Constructional Steel Research, 65, 1459-1463. https://doi.org/10.1016/j.jcsr.2009.03.012 |
||||
[9] Piotrowski, R., & Szychowski, A. (2019). Lateral Torsional Buckling of Steel Beams Elastically Restrained at the Support Nodes. Applied Sciences, 9, 1-17. https://doi.org/10.3390/app9091944 |
||||
[10] EN 1993-1-1:2005. (2005). Eurocode 3 Design of steel structures-Part 1-1: General rules and rules for buildings, European Committee for Standardization (CEN), Brussels. | ||||
[11] López, A., Yong, D. J., & Serna, M. A. (2006). Lateral-torsional buckling of steel beams: A general expression for the moment gradient factor. In Proceedings of the Stability and Ductility of Steel Structures Lisbon, Portugal. | ||||
[12] Li, X. X. (2007). Flexural strength for general lateral-torsional buckling. Journal of Structural Engineering, 133, 674-682. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:5(674) |
||||
[13] Trahair, N. S., Bradford, M. A., Nethercot, D. A., & Gardner, L. (2008). The Behaviour and Design of Steel Structures to EC3. Taylor and Francis, (4), London, New York. | ||||
[14] Yilmaz, T., & Kirac, N. (2016). On the Evaluation of Critical Lateral-Torsional Buckling Loads of Monosymmetric Beam-Columns. World Academy of Science, Engineering, and Technology International Journal of Civil and Environmental Engineering, 10, 885-892. | ||||
[15] Unterweger, H., Taras, A., & Feher, Z. (2016). Lateral-torsional buckling behavior of I-section beam-columns with one-sided rotation and warping restraint. Steel Construction, 9, 24-32. https://doi.org/10.1002/stco.201610009 |
||||
[16] Özbaşaran, H. (2013). Finite differences approach for calculating elastic lateral torsional buckling moment of cantilever I section. Journal of Science and Technology, 14, 143-152. | ||||
[17] Samanta, A., & Kumar, A. (2008). Distortional buckling in braced-cantilever I-beams. Thin Walled Structures, 46, 637-645. https://doi.org/10.1016/j.tws.2007.12.004 |
||||
[18] Eryiğit, E., Zor, M., & Arman, Y. (2009). Hole effects on lateral buckling of laminated cantilever beams. Composites Part B: Engineering, 40, 174-179. https://doi.org/10.1016/j.compositesb.2008.07.005 |
||||
[19] Balázs, I., & Melcher, J. (2015). Lateral torsional buckling of steel thin-walled beams with lateral restraints. International Journal of Civil, Engineering, Structural, Construction and Architectural Engineering, 9, 730-735. | ||||
[20] Jandera, M., Prachar, M., & Wald, F. (2020). Lateral torsional buckling of class 4 section uniform and web tapered beams at elevated temperature. Thin Walled Structures, 146, 1-12. https://doi.org/10.1016/j.tws.2019.106458 |
||||
[21] ˇSorf, M., & Jandera, M. (2020). Lateral-torsional buckling of slender cross-section stainless steel beams. Structures, 28, 1466-1478. https://doi.org/10.1016/j.istruc.2020.09.073 |
||||
[22] Kuś, J., & Maleska, T. (2021). Lateral torsional buckling of tapered steel I-beams with stiffener ribs. Modern Trends in Research on Steel, Aluminium and Composite Structures, 428-434. https://doi.org/10.1201/9781003132134-55 |
||||
[23] Kuś, J. (2015). Lateral-torsional buckling steel beams with simultaneously tapered flanges and web. Steel Composite Structures An International Journal, 19(4), 897-916. https://doi.org/10.12989/scs.2015.19.4.897 |
||||
[24] Soltani, M., Asgarian, B., & Mohri, F. (2019). Improved Finite Element Model for Lateral Stability Analysis of Axially Functionally Graded Nonprismatic I-beams. International Journal of Structural Stability and Dynamics, 19(9), 1-38. https://doi.org/10.1142/S0219455419501086 |
||||
[25] Soltani, M., Asil Gharebaghi, S., & Mohri, F. (2018). Lateral stability analysis of steel tapered thin-walled beams under various boundary conditions. Numerical Methods in Civil Engineering journal, 3(1), 13-25. https://doi.org/10.29252/nmce.3.1.13 |
||||
[26] Piotrowski, R., & Szychowski, A. (2022). The Effect of Steel Beam Elastic Restraint on the Critical Moment of Lateral Torsional Buckling. Materials, 15(4), 1275. https://doi.org/10.3390/ma15041275 |
||||
[27] Andrade, A., Camotim, D., & Providência, e Costa P. (2007). On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers. Journal of Constructional Steel Research, 63, 894-908. https://doi.org/10.1016/j.jcsr.2006.08.015 |
||||
[28] CTICM, LTBeam. (2001). Saint-Aubin, France. | ||||
[29] Galéa, Y. (2003). Moment critique de déversement élastique de poutres fléchies présentation du logiciel LTBEAM. Revue Construction Métallique, CTICM. https://www.cticm.com/centre-de-ressources. | ||||
[30] Dassault Systèmes Simulia Corp, ABAQUS/Standard User's Manual, version 6.13. (2013). Providence, RI. www.simulia.com. | ||||
[31] Oñate. (1992). Cálculo de Estructuras por el Método de Elementos Finitos. 1st ed., Spain :: CIMNE. | ||||
[32] Clark, J. W., & Hill, H. N. (1960). Lateral buckling of beams. Journal of Structural Division, 86, 175-196. https://doi.org/10.1061/JSDEAG.0000540 |
||||
[33] Chan, S. L. (2009). Guide on second-order and advanced analysis of structures. 2nd version. | ||||
[34] UY, B. (2006). Local and interaction buckling of composite construction members. in: Shanmugan, N. E., & Wang, C. M. (2nd Eds.), Analysis and Design of Plated Structures. Woodhead Publishing Series in Civil and Structural Engineering, School of Civil Engineering, University of Sydney, NSW, Australia. 343-363. https://doi.org/10.1016/B978-0-12-823570-6.00017-3 |