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Advances in Blast-Resistant Structural Design: A Comprehensive Review of Material and Experimental Innovations

Vidya B. Dhawle

Abstract


As per the National Crime Records Bureau (NCRB) report, fire-related accidents have risen to the fifth rank, climbing three positions compared to the previous year. These incidents have led to significant loss of life and property. Explosive accidents generate effects such as impacts on primary and secondary structural components and pressures from reflective and blast waves, often resulting in the collapse of entire structures. To mitigate the damage caused by fire accidents, it is essential to strengthen structural members, protect structures, design components to resist blast loads, and develop blast-resistant buildings.

This paper reviews the impact of blast loads on various structural elements and examines numerical methods to analyze blast load behaviour. It also explores the behaviour of different types of concrete under blast conditions. Based on the findings, it is concluded that to prevent structural collapse from explosions, members must be designed to withstand blast waves. Additionally, utilizing lightweight, adaptive materials and incorporating less rigid fibres into concrete can enhance its blast performance by reducing energy transfer.


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References


A.A. Nassr, A.G. Razaqpur, M.J. Tait, M. Campidelli, S. Foo, Dynamic response of steel columns subjected to blast loading, Journal of structural engineering, (2013).

A.A. Nassr, A.G. Razaqpur, M.J. Tait, M. Campidelli, S. Foo, Experimental performance of steel beams under blast loading, Journal of Performance of Constructed Facilities, 26 (2011) 600-619.

A.M. Coughlin, E.S. Musselman, A.J. Schokker, D.G. Linzell, Behaviour of portable fibre reinforced concrete vehicle barriers subject to blasts from contact charges, Int. J. Impact Eng 37 (5) (2010) 521–529.

A.Maazouna, J.Vantomme, S.Matthys , Damage assessment of hollow core reinforced and prestressed concrete slabs subjected to blast loading, Procedia Engineering 199 (2017) 2476–2481.

A.Masood, M. Arif, S. Akhtar, M. Haquie, Performance of ferrocement panels in different environments, Cement and Concrete Research 33 (2003) 555–562.

B. Luccioni , F. Isla , R. Codina , D. Ambrosini , R. Zerbino , G. Giaccio, M.C. Torrijos, Effect of Steel Fibres on Static and Blast Response of High Strength Concrete, International Journal of Impact Engineering (2015.)

C. Wu, D.J. Oehlers, M. Rebentrost, J. Leach, A.S. Whittaker, Blast testing of ultra-high-performance fibre and FRP-retrofitted concrete slabs, Eng. Struct. 31 (2009) 2060–2069.

C.P. Pantelides, T.T. Garfield, W.D. Richins, T.K. Larson, J.E. Blakeley, Reinforced concrete and fibre reinforced concrete panels subjected to blast detonations and post-blast static tests, Engineering Structures 76 (2014) 24–33.

D. Aoude Hassan, Frederic P,Burrell, Russell P,Saatcioglu, Murat, Behaviour of ultra-high performance fibre reinforced concrete columns

under blast loading, International

Journal of Impact Engineering, 80

(2015) 185-202.

Echevarria, A.E. Zaghi, V. Chiarito, R. Christenson, S. Woodson, Experimental comparison of the performance and residual capacity of CFFT and RC bridge columns subjected to blasts, Journal of Bridge Engineering, 21 (2015).


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