Improving the Impact Resistance of Reinforced Concrete

Abstract:

The strategic concrete structures are often required to resist impact loads arising from the projectile strike, falling weight, blast generated missile etc. The existing structures found deficient in resisting these loads are required to be retrofitted whereas the upcoming structures are required to be designed for expected impact loads. This paper explores the ways of strengthening existing reinforced concrete (RC) structures using externally bonded carbon fiber reinforced polymer (CFRP) sheets and improving the impact resistance of concrete by mixing hybrid fibers in its production. The impact response of concrete structures is assessed using experiments involving the impact of projectiles of different nose shapes on slab specimens. The material behavior at high strain rate is established using split Hopkinson pressure bar (SHPB) testing at varying strain rates. Analytical models are developed for predicting penetration depth, scabbing thickness, ballistic limit velocity and ejected mass. The experimental results were also validated through numerical modeling using LS-DYNA.

• Periodical: Advanced Materials Research (Volumes 919-921)
• Pages: 1924-1929
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.919-921.1924
• Online since: April 2014
• Authors: Husain Abbas, Tarek Almusallam, Yousef Al-Salloum
• Keywords: Concrete, Fiber, FRP, Impact, SHPB, Slab

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