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      Experimental and numerical investigations on performance of reinforced concrete slabs under explosive-induced air-blast loading: A state-of-the-art review

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      Structures
      Elsevier BV

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          Constitutive Equation for the Dynamic Compaction of Ductile Porous Materials

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            Modeling of simultaneous ground shock and airblast pressure on nearby structures from surface explosions

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              Review of the current practices in blast-resistant analysis and design of concrete structures

              In contemporary society, industrialization and rising of terrorism threats highlight the necessity and importance of structural protection against accidental and intentionally malicious blast loads. Consequences of these extreme loading events are known to be catastrophic, involving personnel injuries and fatalities, economic loss and immeasurable social disruption. These impacts are generated not only from direct explosion effects, that is, blast overpressure and primary or secondary fragments, but also from the indirect effects such as structural collapse. The latter one is known to be more critical leading to massive losses. It is therefore imperative to enlighten our structural engineers and policy regulators when designing modern structures. Towards a better protection of concrete structures, efforts have been devoted to understanding properties of construction materials and responses of structures subjected to blast loads. Reliable blast resistance design requires a comprehensive knowledge of blast loading characteristics, dynamic material properties and dynamic response predictions of structures. This article presents a state-of-the-art review of the current blast-resistant design and analysis of concrete structures subjected to blast loads. The blast load estimation, design considerations and approaches, dynamic material properties at high strain rate, testing methods and numerical simulation tools and methods are considered and reviewed. Discussions on the accuracies and advantages of these current approaches and suggestions on possible improvements are also made.
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                Author and article information

                Journal
                Structures
                Structures
                Elsevier BV
                23520124
                June 2021
                June 2021
                : 31
                : 428-461
                Article
                10.1016/j.istruc.2021.01.102
                c831f79a-3f22-4c8f-a44c-eb343dd71ecc
                © 2021

                https://www.elsevier.com/tdm/userlicense/1.0/

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