Journals / Celal Bayar Üniversitesi Fen Bilimleri Dergisi / 2016 / Cilt: 12 - Sayı: 3

Structural Response of Two-Storey Reinforced Concrete Building Under Blasting Effects

Pages
419–426
Publication Date
2022-10-12
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The results shows that the blasting is so affected to structural response of the building.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Terrorist attacks are caused collapsing of many building in the world.
📊
Key Findings & Data:Then two tons of TNT as blasting is defined in the building and it is exploded for 3 microsecond.
💡
Conclusion & Impact:The results shows that the blasting is so affected to structural response of the building.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

Terrorist attacks are caused collapsing of many building in the world. A terrorist attack usually shows itself with an explosion of blasting agent or bomb which can cause catastrophic effects on buildings, roads, environments and people. An explosion can damage a building badly, it can collapse walls, spall columns, beams and blows windows out. So it can be say that the detonation of blasting causes many economical and life losing. Briefly, structural response of buildings has to be investigated against to explosives inflicted to a bomb or other blast agents to avoid this losing. So, this study investigates the structural response of buildings under blasting effects through a numerical evaluation. For the purpose, two-storey reinforced concrete (RC) building is analytically modeled in ANSYS Workbench software considering RC columns, beams, floors as structural elements and walls and windows as non-structural elements. Then two tons of TNT as blasting is defined in the building and it is exploded for 3 microsecond. This explicit analysis is performed using ANSYS AUTODYN software which is often used to simulate the response of materials to short duration severe loadings from impact, high pressure or explosions. The deformed shapes, pressure values and damage ratios are presented with contour diagrams as results of explicit analysis. The results shows that the blasting is so affected to structural response of the building.

🔖

Cite This Article

SEVİM, B., TOY, A. T. (2022). Structural Response of Two-Storey Reinforced Concrete Building Under Blasting Effects. Celal Bayar Üniversitesi Fen Bilimleri Dergisi, Cilt: 12 - Sayı: 3, 419–426. https://ajindex.com/articles/472391

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (19)

  1. TM 5-1300. Structures to Resist the Effects of Accidental Explosions, U.S. Departments of the Army, Navy, and Air Force, USA, 1990
  2. FEMA 426. Reference Manual to Migrate Potential Terrorist Attacks Against Buildings, U.S. Departments of Homeland Security, 2003
  3. FEMA 427. Primer for Design of Commercial Buildings to Migrate Terrorist Attacks, U.S. Departments of Homeland Security, 2003
  4. Mays, G.C.; Smith, P.D. Blast Effects on Buildings. 2nd Edn., American Society of Civil Engineers, London, 1955. ISBN-10: 0727720309
  5. Shepherd, J.E. Structural Response to Explosions, 1st European Summer School on Hydrogen Safety University of Ulster, USA, 2007
  6. Dusenberry, D.O. Handbook For Blast-Resistant Design of Buildings, USA, 2010. ISBN: 978-0-470-17054-0
  7. Brode, H.L. Numerical Solution of Spherical Blast Waves, J Apl Phys. 1955; 26 (6), 766-775
  8. Newmark, N.M.; Hansen, R.J. Design of Blast Resistant Structures, Shock and Vibration Handbook, McGraw-Hill, New York, USA. 1961
  9. Henrych, J. The Dynamics of Explosion and Its Use, NewYork: Elsevier Scientific Pub. Co. 1979
  10. Mills, C.A. The Design of Concrete Structure to Resist Explosions And Weapon Effects, Proceedings of The 1st Int. Conf. on Conc. For Hazard Protec.,, Edinburgh, UK, 1987
  11. Ngo, T.; Mendis, P.; Gupta, A.; Ramsay, J. Blast Loading and Effects on Structures - An Overview. EJSE Special Issue: Loading on Structures. 2007; 7, 76-91
  12. Vijayaraghavan, C.; Thirumalaivasan, D.; Venkatesan, R. A Study on Nuclear Blast Overpressure on Buildings and other infrastructures using Geospatial Technology Indira Gandhi Centre for Atomic Research, Kalpakkam, India, 2012
  13. Draganic, H.; Sigmund V. Blast Loading on Structures Djelovanje eksplozija na konstrukcije, 2012. ISSN 1330-3651 UDC/UDK 624.01.04:662.15
  14. Rigby, S.E.; Sielicki, P.W. An Investigation of TNT Equivalence of Hemispherical PE4 Charges. Engng. Trans. 2014; 62 (4), 423-435
  15. Yusof, M.A.; Rosdi, R.N.; Nor, N.M.; Ismail, A.; Yahya, M.A.; Peng, NC. Simulation of Reinforced Concrete Blast Wall Subjected to Air Blast Loading, J. Asian Sci. Res., 2014; 4(9), 522-533
  16. Baker, W. Explosions in Air. Univ. of Texas Press, Austin, USA, 1973
  17. TS500, Turkish Standards, Requirements for design and construction of reinforced concrete structures, Institute of Turkish Standards, Turkey, 2000
  18. TSC. Turkish seismic Code, Union of Chambers of Turkish Engineers and Architects, Turkey, 2007
  19. ANSYS, Workbe