BEHAVIOR OF STEEL HOLLOW SECTIONS UNDER BLAST LOAD | ||||
Journal of Advanced Engineering Trends | ||||
Article 9, Volume 39, Issue 2, July 2020, Page 121-134 PDF (1.18 MB) | ||||
DOI: 10.21608/jaet.2020.96450 | ||||
View on SCiNiTO | ||||
Authors | ||||
Asmaa A. Fekry 1; Amr A. Nassr2; Ahmed M. Ismail3; Eslam M. Soliman4; Ali Gamal1 | ||||
1Civil Eng. Dept., Faculty of Eng., Assiut Univ., Assiut, Egypt. | ||||
2Civil Eng. Dept., Faculty of Eng., Assiut Univirsity, Assiut, Egypt. | ||||
3Civil Eng. Dept., Faculty of Eng., Assiut Univ., Assiut | ||||
4Civil Eng. Dept., Faculty of Eng., Assiut Univ., Assiut, Egypt | ||||
Abstract | ||||
Steel hollow section (SHS) tubular members have been widely used in the construction, infrastructure, onshore, offshore, mining, protective and security industries. Thus, strengthening of steel hollow tubular members is required to safely carry the dynamic loads to increase the security demands when the accidents, intentional impact, or explosive events occurred. In this paper, a finite element analysis tool, LS-DYNA is utilized to study the behaviors of (SHS) beam under a uniform transverse blast load. The explosive loads were sufficient in magnitude to cause plastic deformation of the cross-section (local deformation) and plastic flexural deformation of the overall member (global deformation). Different parameters were studied to investigate the effects of beam depth (H), beam width (B), support condition and axial load on the failure mode. The obtained displacement-time history from each simulation was recorded and compared. A numerical method for deriving pressure–impulse (P–I) diagrams for (SHS) beam, which subjected to transient loads are described in this paper, which can be applied in the preliminary design of protective structures to establish safe response limits based on the given blast-loading. The proposed model of (P–I) diagrams exhibited a good accuracy in predicting the pressure–impulse diagram to design the (SHS) beam under the extreme loads. | ||||
Keywords | ||||
Blast load; Steel hollow sections; LS-DYNA; Pressure–impulse diagram | ||||
References | ||||
[1] Zhang, F., Wu, C., Zhao, X. L., Li, Z. X., Heidarpour, A., & Wang, H. Numerical modeling of concrete-filled double-skin steel square tubular columns under blast loading. Journal of Performance of Constructed Facilities, 29(5), B4015002; 2015.
[2] Karagiozova, D., Yu, T. X., & Lu, G. Transverse blast loading of hollow beams with square cross-sections. Thin-Walled Structures, 62, 169-178; 2013.
[3] Wegener, R. B., & Martin, J. B. Predictions of permanent deformation of impulsively loaded simply supported square tube steel beams. International journal of mechanical sciences, 27(1-2), 55-69; 1985.
[4] Jama H, Nurick G, Bambach M, Grzebieta R, Zhao X-L. Failure modes and thresholds of square tubular steel beams subjected to blast loads. In: Proceedings of the second international conference on design and analysis of protective structures, DAPS, Singapore, 13th–15th November 2006. [5] Bambach, M. R., Jama, H., Zhao, X. L., & Grzebieta, R. H. Hollow and concrete filled steel hollow sections under transverse impact loads. Engineering structures, 30(10), 2859-2870; 2008.
[6] Bambach, M. R. Behaviour and design of aluminium hollow sections subjected to transverse blast loads. Thin-Walled Structures, 46(12), 1370-1381; 2008.
[7] Jama HH. The behaviour of tubular steel beams subjected to transverse blast loads [Ph.D. thesis]. Melbourne, Australia: Monash University; 2009.
[8] Jama, H. H., Nurick, G. N., Bambach, M. R., Grzebieta, R. H., & Zhao, X. L. Steel square hollow sections subjected to transverse blast loads. Thin-Walled Structures, 53, 109-122; 2012.
[9] Remennikov, A. M., & Uy, B. Explosive testing and modelling of square tubular steel columns for near-field detonations. Journal of Constructional Steel Research, 101, 290-303; 2014.
[10] ABAQUS [Computer software]. Dassault Systèmes, Waltham, MA.
[11] ANSYS [Computer software]. ANSYS, Canonsburg, PA.
[12] AUTODYN. Interactive non-linear dynamic analysis software, version 4.2, user’s manual. Century Dynamics Inc.; 2001.
[13] LS-DYNA [Computer software]. Livermore Software Technology Corporation, Livermore, CA.
[14] Karagiozova, D., Yu, T. X., Lu, G., & Xiang, X. Response of a circular metallic hollow beam to an impulsive loading. Thin-Walled Structures, 80, 80-90; 2014.
[15] Alam, M. I., & Fawzia, S. Numerical studies on CFRP strengthened steel columns under transverse impact. Composite Structures, 120, 428-441; 2015.
[16] Jama, H. H., Bambach, M. R., Nurick, G. N., Grzebieta, R. H., & Zhao, X. L. Numerical modelling of square tubular steel beams subjected to transverse blast loads. Thin-Walled Structures, 47(12), 1523-1534; 2009.
[17] Ritchie, C. B., Packer, J. A., Seica, M. V., & Zhao, X. L. Behavior of steel rectangular hollow sections subject to blast loading. Journal of Structural Engineering, 143(12), 04017167; 2017.
[18] Merrifield, R. Simplified calculations of blast induced injuries and damage. Health and Safety Executive, Technology and Health Sciences Division; 1993.
[19] Smith P, Hetherington J. Blast and ballistic loading of structures. Great Britain, London: Butterworth-Heinemann Ltd; 1994. blast resistant connections. Comput Struct 1996;61(5):831–43. [20] Shi YC, Hao H, Li ZX. Numerical derivation of pressure–impulse diagrams for prediction of RC column damage to blast loads. Int J Impact Eng, 35:1213–27; 2008.
[21] Fallah, A. S., & Louca, L. A. Pressure–impulse diagrams for elastic-plastic-hardening and softening single-degree-of-freedom models subjected to blast loading. International Journal of Impact Engineering, 34(4), 823-842; 2007.
[22] Li, Q. M., & Meng, H. Pressure-impulse diagram for blast loads based on dimensional analysis and single-degree-of-freedom model. Journal of engineering mechanics, 128(1), 87-92; 2002.
[23] Li, Q. M., & Meng, H. Pulse loading shape effects on pressure–impulse diagram of an elastic–plastic, single-degree-of-freedom structural model. International journal of mechanical sciences, 44(9), 1985-1998; 2002.
[24] Ding, Y., Wang, M., Li, Z. X., & Hao, H. Damage evaluation of the steel tubular column subjected to explosion and post-explosion fire condition. Engineering Structures, 55, 44-55; 2013.
[25] Shi, Y., Li, Z. X., & Hao, H. A new method for progressive collapse analysis of RC frames under blast loading. Engineering Structures, 32(6), 1691-1703; 2010.
[26] Mutalib, A. A., & Hao, H. Development of PI diagrams for FRP strengthened RC columns. International journal of impact engineering, 38(5), 290-304; 2011.
[27] Nassr, A. A., Razaqpur, A. G., Tait, M. J., Campidelli, M., & Foo, S. Strength and stability of steel beam columns under blast load. International Journal of Impact Engineering, 55, 34-48; 2013.
[28] Malvar, L. J. Review of static and dynamic properties of steel reinforcing bars. Materials Journal, 95(5), 609-616; 1998.
[29] Cowper, G. R., & Symonds, P. S. Strain-hardening and strain-rate effects in the impact loading of cantilever beams (No. TR-C11-28). Brown Univ Providence Ri; 1957.
[30] Nassr, A. A., Razaqpur, A. G., Tait, M. J., Campidelli, M., & Foo, S. Experimental performance of steel beams under blast loading. Journal of Performance of Constructed Facilities, 26(5), 600-619; 2011 | ||||
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