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Composite structural panels subjected to explosive loading

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TLDR
In this article, an extensive large-scale test program on a series of composite structural components subjected to explosive loading is presented. But the main parameters observed in the tests were the generic construction form of the materials and slab thickness.
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This article is published in Construction and Building Materials.The article was published on 2005-06-01. It has received 89 citations till now. The article focuses on the topics: Sandwich-structured composite & Plasticine.

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Numerical prediction of concrete slab response to blast loading

TL;DR: In this article, a dynamic plastic damage model for concrete material has been employed to estimate responses of both an ordinary reinforced concrete slab and a high strength steel fibre concrete slab subjected to blast loading.
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Blast-resistant characteristics of ultra-high strength concrete and reactive powder concrete

TL;DR: In this paper, the authors evaluated the blast-resistant capacities of UHSC and reactive powder concrete (RPC) panels to determine the possibility of using them in concrete structures susceptible to terrorist attacks or accidental impacts.
Journal ArticleDOI

Double skin composite construction

TL;DR: In this article, the authors give the background, advantages and challenges of CFDSTs and the behavior of such members subjected to static and dynamic loads are described. And future research in this area is pointed out.
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Behavior of portable fiber reinforced concrete vehicle barriers subject to blasts from contact charges

TL;DR: In this paper, the behavior of five portable concrete vehicle barriers was tested under satchel sized contact charge explosives at the Air Force Research Labs (AFRL) test range at Tyndall Air Force Base, Florida.
Journal ArticleDOI

Behavior of steel–concrete–steel sandwich slabs subject to impact load

TL;DR: In this paper, the impact behavior of composite sandwich slabs was investigated using an instrumented drop weight machine and the impact data such as deflection and impact force-time history and permanent deformation after impact were reported.
References
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Impact Resistance and Ductility of Steel Fibre Reinforced Concrete Panels

TL;DR: In this paper, an experimental investigation was conducted to study the impact resistance and ductility of simply-supported steel fibre reinforced (SFR) concrete square panels, where two series of panels, 50mm and 75mm thick, were manufactured with three distinct types of steel fibres.
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