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رفتار دینامیکی سقف مرکب متشکل از پروفایل فولادی تاخورده و صفحه تخت تحت بار انفجار | ||
| نشریه مهندسی عمران امیرکبیر | ||
| مقاله 10، دوره 53، شماره 7، مهر 1400، صفحه 2889-2908 اصل مقاله (3.02 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2020.17546.6595 | ||
| نویسندگان | ||
| فرهاد عباس گندمکار* 1؛ سعید پارسافر2؛ وحید رضوی طوسی2؛ نگار صمیمی فرد2 | ||
| 1گروه سازه-دانشکده مهندسی عمران-دانشگاه صنعتی جندی شاپور دزفول-دزفول-ایران | ||
| 2گروه سازه-دانشکده عمران-دانشگاه صنعتی جندی شاپور دزفول-دزفول-ایران | ||
| چکیده | ||
| یکی از انواع سیستم سقف‌های سازه‌ای تشکیل شده است از ورق فولادی تاخورده و صفحه تخت که به وسیله پیچ‌های خودکار به هم متصل شده‌اند. هدف از تحقیق حاضر بررسی رفتار سقف مذکور تحت بار انفجار است. برای این منظور، تأثیر پارامترهای مختلفی چون: ضخامت صفحه تخت و ورق فولادی تاخورده، نوع صفحه تخت، فاصله پیچ‌های خودکار، شرایط مرزی، ابعاد سقف، دوبل کردن صفحات مذکور و همچنین وزن و فاصله ماده منفجره از مرکز سقف، بر رفتار دینامیکی غیرخطی سقف مذکور مطالعه شد. این بررسی با استفاده از روش عددی اجزا محدود و با بهره گرفتن از نرمافزار آباکوس انجام گردید. نتایج تحقیق نشان دادند که با تغییر پارامترهایی چون ضخامت و نوع صفحه تخت، ابعاد و شرایط مرزی سقف، دوبل کردن عناصر اصلی و همچنین فاصله و وزن مواد منفجره تغییرات زیادی در تغییرمکان حداکثر و انرژی کرنشی سقف ایجاد می‌گردد، ولی تغییر سایر پارامترهای فوق الاشاره تغییرات زیادی در آنها ایجاد نمی‌کنند. تحت شرایط مختلف سازه‌ای و بارگذاری سقف، در بعضی مدل‌ها ورق فولادی تاخورده و صفحه تخت به تنش تسلیم رسیدند، هرچند آنها در بسیاری از موارد به تنش تسلیم خود نمی‌رسند. نتایج تحقیق حاضر کمک شایانی به محققین و طراحان سازه در شناسائی پارامترهای مؤثر و غیرمؤثر بر رفتار سقف مورد مطالعه تحت بار انفجار می‌نماید. | ||
| کلیدواژه‌ها | ||
| انفجار؛ سیستم سقف مرکب؛ اجزاء محدود؛ آنالیز دینامیکی غیرخطی؛ PSSDB | ||
| موضوعات | ||
| بارگذاری انفجاری؛ تحلیل خطی و غیر خطی؛ دینامیک سازه | ||
| عنوان مقاله [English] | ||
| Dynamic Behavior of Composite Floor Consisting Profiled Steel Sheet and Dry Board under Explosion Load | ||
| نویسندگان [English] | ||
| Farhad Abbas Gandomkar1؛ Saeed Parsafar2؛ vahid razavi toosi2؛ Negar Samimifard2 | ||
| 1Department of Structure-Faculty of Civil-Jundishapur University of Technology-Dezful-Iran | ||
| 2Department of Structure-Faculty of Civil-Jundishapur University of Technology-Dezful-Iran | ||
| چکیده [English] | ||
| One of the kinds of structural floor systems is consisting of profiled steel sheet and dry board which is connected by self-drilling and self-tapping screws. This research aims to study the behavior of mentioned floor under explosion load. For this purpose, effects of various parameters such as the thickness of the dry board and profiled steel sheet, kind of dry board, screw spacing, boundary conditions, floor dimensions, using of double profiled steel sheet and dry board, and also weight and distance of explosive material from the center of the floor, on the nonlinear dynamic behavior of the mentioned floor are studied. This study was performed by using the numerical finite element method taking advantage of ABAQUS software. The research results showed by varying parameters such as thickness and kind of dry board, dimensions and boundary conditions of the floor, using of double profiled steel sheet and dry board, and also distance and weight of explosive materials, significant changes are created in maximum displacement and strain energy of floor. But, varying other above-mentioned parameters did not create important changes in them. The profiled steel sheet and dry board reached their yield stresses under various conditions, though in many conditions they did not reach their yield stresses. The results of current research present great help to researchers and designers in identification effective and ineffective parameters on the behavior of studied floor under explosion load. | ||
| کلیدواژه‌ها [English] | ||
| Explosion, Composite floor system, Finite element, Nonlinear dynamic analysis, PSSDB | ||
| مراجع | ||
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[1] H. Wright, H. Evans, Profiled steel sheeting for the replacement of timber flooring in building renovation, SERC Grant GR/D/76875, in, United Kingdom, 1986. [2] H. Wright, H. Evans, C. Burt, Profiled steel sheet/dry boarding composite floors, Structural Engineer, 67 (1989) 114-120. [3] F. Sharafi, F.A. Gandomkar, Fundamental natural frequency in structural composite floor constructed of two profiled steel sheet and two dry board, in: 4th International Congress of Civil, Architecture and Urban Development, Shahid Beheshti University, Iran, 2016 (in Persian). [4] F.A. Gandomkar, Determining comfort level of profiled steel sheeting dry board floor system, Ph.D. Thesis, National University of Malaysia, 2012. [5] National Building Regulations of Iran-Subject 21-Passive Defense, in, Ministry of Roads & Urban-Deputy of Housing and Building, 2012 (in persian). [6] A. Mohtashamy, S. Sinaee, A. Shoushtary, Assessment behavior of steel frame against explosion loads, in: 05th National Congress on Civil Engineering, Mashhad Ferdowsi University, Iran, 2010 (in persian). [7] Z. Xue, J.W. Hutchinson, Preliminary assessment of sandwich plates subject to blast loads, International Journal of Mechanical Sciences, 45(4) (2003) 687-705. [8] D. Lawver, R. Daddazio, G. Jin Oh, C.K.B. Lee, A.B. Pifko, M. Stanley, Simulating the response of composite reinforced floor slabs subjected to blast loading, in: ASME International Mechanical Engineering Congress and Exposition, Washington DC, USA, 2003. [9] V. Balden, G. Nurick, Numerical simulation of the post-failure motion of steel plates subjected to blast loading, International Journal of Impact Engineering, 32(1-4) (2005) 14-34. [10] A.G. Razaqpur, A. Tolba, E. Contestabile, Blast loading response of reinforced concrete panels reinforced with externally bonded GFRP laminates, Composites Part B: Engineering, 38 (2007) 535-546. [11] D. Jiang, Y. Liu, C. Qi, Z.D. Ma, B. Raju, W. Bryzik, Innovative composite structure design for blast protection, SAE International, (2007) 60-67. [12] S.A. Tekalur, A. Shukla, K. Shivakumar, Blast resistance of polyurea based layered composite materials, Composite Structures, 84(3) (2008) 271-281. [13] E. Wang, N. Gardner, A. Shukla, The blast resistance of sandwich composites with stepwise graded cores, International Journal of Solids and Structures, 46(18-19) (2009) 3492-3502. [14] J. Shen, G. Lu, Z. Wang, L. Zhao, Experiments on curved sandwich panels under blast loading, International Journal of Impact Engineering, 37(9) (2010) 960-970. [15] L. Jing, Z. Wang, L. Zhao, Dynamic response of cylindrical sandwich shells with metallic foam cores under blast loading—numerical simulations, Composite Structures, 99 (2013) 213-223. [16] J. Li, C. Wu, H. Hao, An experimental and numerical study of reinforced ultra-high performance concrete slabs under blast loads, Materials & Design, 82 (2015) 64-76. [17] W. Chen, H. Hong, S. Chen, F. Hernandez, Performance of composite structural insulated panel with metal skin subjected to blast loading, Materials & Design, 84 (2015) 194-203. [18] G. Iannitti, N. Bonora, G. Curiale, S. De Muro, S. Marfia, A. Ruggiero, E. Sacco, S. Scafati, G. Testa, Analysis of reinforced concrete slabs under blast loading, Procedia Structural Integrity, 9 (2018) 272-278. [19] M. Abdel Wahab, S. Mazek, M. Abada, M. Abdel Shafy, Blast hazard impact on V-shape composite panel performance, Journal of Engineering Science and Military Technologies, 2(2) (2018) 90-99. [20] G. Havaee, A. Bayat, Progressive collapse consequent of explosion load effect in reinforced concrete buildings and columns strengthening methods, Journal of Structural and Construction Engineering, 4(1) (2017 (in persian)). [21] F.A. Gandomkar, W.H. Wan Badaruzzaman, S.A. Osman, A. Ismail, Experimental and numerical investigation of the natural frequencies of the composite profiled steel sheet dry board (PSSDB) system, Journal of the South African Institution of Civil Engineering, 55(1) (2013) 11-21. [22] AISC Steel Design Guide Series 11-Floor Vibration Due to Human Activity, in: A.I.o.S. Construction (Ed.), 1997. [23] F. Bos, S.B. Casagrande, On-line non-destructive evaluation and control of wood-based panels by vibration analysis., Journal of Sound and Vibration, 2(268) (2003) 403-412. [24] A.M. Soydan, A.K. Sari, B. Duymaz, R. Akdeniz, B. Tunaboylu, Characterization of fiber-cement composites reinforced with alternate cellulosic fibers, Journal of Science and Technology A-Applied Sciences and Engineering, 19(3) (2018) 721-731. [25] Asia Roofing Industries Sdn. Bhd. . Ajiya Building Materials, Ajiya Peva45., in, 1996. [26] W.H.M. Wan Mohtar, B.V. Lim, A.A. Mutalib, W.H. Wan Badaruzzaman, Numerical prediction of moment-rotation behavior of profiled steel sheeting in the composite continuous floor system, in: Fifth international conference on thin-walled structures, Brisbane. Australia, 2008. [27] W.T. Curry, R.F.S. Hearmon, The strength properties of timber, Medical & technical publishing Co. Ltd, Leonard's House, Lancaster, England, 1974. [28] E. Ahmed, W. Wan Badaruzzaman, H, Finite element prediction on the structural performance of profiled steel sheet dry board structural composite system proposed as a disaster relief shelter, Construction and Building Materials, 19(4) (2005) 285-295. [29] N. Nordin, W. Wan Badaruzzaman, H, H. Awang, Connector stiffness of 'Peva-Cemboard' screwed connection in profiled steel sheet dry board (PSSDB) panel, in: Fifth International Conference on Construction in 21st Century (CITC-V), Istanbul, Turkey, 2009. [30] H. Wright, H. Evans, A folded plate method of analysis for profiled steel sheeting in composite floor construction, Thin-walled structures, 5(1) (1987) 21-37. | ||
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