International Journal of Advanced and Applied Sciences

Int. j. adv. appl. sci.

EISSN: 2313-3724

Print ISSN: 2313-626X

Volume 4, Issue 10  (October 2017), Pages:  46-53


Original Research Paper

Title: Response of A 3-D reinforced concrete structure to blast loading

Author(s): Mostafa A. Ismail 1, *, Yasser E. Ibrahim 1, 2, Marwa Nabil 2, Mohamed M. Ismail 3

Affiliation(s):

1Engineering Management Department, Prince Sultan University, Riyadh, Saudi Arabia
2Structural Engineering Department, Zagazig University, Zagazig, Egypt
3Civil Engineering, Curtin University, Perth, Australia

https://doi.org/10.21833/ijaas.2017.010.008

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Abstract:

Major building codes now adopt various measures to address design issues associated with potential blast loading that may result from terrorist attacks. Adoption of these design measures has been gaining momentum, increasing the awareness toward better understanding structural response under blast loads and adoption of existing and new mitigation techniques. Research efforts into improving current design practice makes it incumbent to undertake sophisticated numerical analysis with application to real 3-D structures to identify the structural elements that are most vulnerable and the means to improve their design and performance. In this research, detailed finite element analyses were performed using ABAQUS to assess the structural performance of an existing residential 4-storey, reinforced concrete structure under blast loading. A 3-D model was developed for this structure, which was originally designed for vertical loads only. The response of the original structure under the simulated blast loads is presented. The results show that modifying the design by using a concrete filled steel tube for external columns can increase the blast resistance significantly. The improved performance is a result of the dynamic toughness of the steel material, which reduces the kinetic energy uptake of the structure. 

© 2017 The Authors. Published by IASE.

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).

Keywords: Blast loading dynamic, Reinforced concrete, ABAQUS, Composite

Article History: Received 7 June 2017, Received in revised form 6 August 2017, Accepted 11 August 2017

Digital Object Identifier: 

https://doi.org/10.21833/ijaas.2017.010.008

Citation:

Ismail MA, Ibrahim YE, Nabil M, and Ismail MM (2017). Response of A 3-D reinforced concrete structure to blast loading. International Journal of Advanced and Applied Sciences, 4(10): 46-53

Permanent Link:

http://www.science-gate.com/IJAAS/V4I10/Ismail.html


References (19)

  1. Baker W, Coz P, Westine P, Kulesz J, and Strehlow R (1983). Explosion hazards and evaluation. Elsevier Scientific Publishing Company, New York, USA. 
  2. Chopra A and Chakrabarti P (1973). The koyna earthquake and the damage to the Koyna dam. Bulletin of Seismological Society of America, 63(2): 381-397.     
  3. Drakatos IS and Dritsos SE (2014). Contribution of earthquake-resistant design for reinforced concrete buildings when coping with external explosions. Journal of Earthquake Engineering, 18(4): 502-527. https://doi.org/10.1080/13632469.2013.872061 
  4. DSS© (2014). Abaqus/CAE User's Guide - Abaqus documentation web server (Abaqus 6.14). Dassault Systèmes Simulia Corp., Providence, RI, USA. Available online at: abaqus.software.polimi.it/v6.14/pdf_books/CAE.pdf 
  5. Elsanadedy H, Almusallam T, Alharbi Y, Al-Salloum Y, and Abbas H (2014). Progressive collapse potential of a typical steel building due to blast attacks. Journal of Constructional Steel Research, 101: 143-157. https://doi.org/10.1016/j.jcsr.2014.05.005 
  6. Fu F (2013). Dynamic response and robustness of tall buildings under blast loading. Journal of Constructional Steel Research, 80: 299-307. https://doi.org/10.1016/j.jcsr.2012.10.001 
  7. Ibrahim Y, Ismail M, and Nabil M (2017). Response of reinforced concrete frame structures under blast loading. Procedia Engineering, 171: 890-898. https://doi.org/10.1016/j.proeng.2017.01.384 
  8. Jayasooriya R, Thambiratnam D, and Perera N (2014). Blast response and safety evaluation of a composite column for use as key element in structural systems. Engineering Structures, 61(1): 31-43. https://doi.org/10.1016/j.engstruct.2014.01.007 
  9. Jayasooriya R, Thambiratnam D, Perera N, and Kosse V (2011). Blast and residual capacity analysis of reinforced concrete framed buildings. Engineering Structures, 33(12): 3483-3495. https://doi.org/10.1016/j.engstruct.2011.07.011 
  10. LSTC (2009). LS®-DYNA: Keyword User's Manual (Version 971/Release 4, Beta). Livermore Software Technology Corporation, Livermore, California, USA. Available online at: http://www.oasys-software.com/dyna/en/downloads/ls-dyna/LS-DYNA_971_R4_manual_k-beta-June2009.pdf 
  11. Martin O (2010). Comparison of different constitutive models for concrete in Abaqus/explicit for missile impact analyses. JRC Scientific and Technical Reports (EUR 24151), European Commission, Joint Research Centre, Institute for Energy, Luxembourg.     
  12. Shi Y, Li Z, and Hong H (2010). A new method for progressive collapse analysis of rc frames under blast loading. Engineering Structures, 32(6): 1691-1703. https://doi.org/10.1016/j.engstruct.2010.02.017 
  13. U.S. GSA (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. General Services Administration, Washington, D.C., USA. https://www.engr.psu.edu/ae/thesis/portfolios/2008/dsf139/Documents/GSA.pdf 
  14. UFC (2002). Structures to resist the effects of accidental explosions (UFC 3-340-02). Unified Facilities Criteria, Department of Defense, USA. Available online at: https://www.wbdg.org/FFC/DOD/UFC/ufc_3_340_02_2008_c2.pdf     
  15. Wang H, Wu C, Zhang F, Fang Q, Xiang H, Li P, Li Z, Zhou L, Zhang Y, and Li J (2017). Experimental study of large-sized concrete filled steel tube columns under blast load. Construction and Building Materials, 134: 131-141. https://doi.org/10.1016/j.conbuildmat.2016.12.096 
  16. Xu J, Wu C, Xiang H, Su Y, Li Z, Fang Q, Hao H, Liu Z, Zhang Y, and Li J (2016). Behaviour of ultrahigh performance fibre reinforced concrete columns subjected to blast loading. Engineering Structures, 118: 97-107. https://doi.org/10.1016/j.engstruct.2016.03.048 
  17. Zhang F, Wu C, Wang H, and Zhou Y (2015). Numerical simulation of concrete filled steel tube columns against blast loads. Thin-Walled Structures, 92: 82-92. https://doi.org/10.1016/j.tws.2015.02.020 
  18. Zhang F, Wu C, Zhao X, Heidarpour A, and Li Z (2016b). Experimental and numerical study of blast resistance of square CFDST columns with steel-fibre reinforced concrete. Engineering Structures. https://doi.org/10.1016/j.engstruct.2016.06.022 
  19. Zhang F, Wu C, Zhao X, Xiang H, Li Z, Fang Q, Liu Z, Zhang Y, Heidarpour A, and Packer J (2016a). Experimental study of CFDST columns infilled with UHPC under close-range blast loading. International Journal of Impact Engineering, 93: 184-195. https://doi.org/10.1016/j.ijimpeng.2016.01.011