Performance evaluation of sandwich panel systems for blast mitigation

•Performance of sandwich panels under blast load is evaluated using nonlinear finite element analysis.•Effect of topological parameters and boundary conditions is studied.•Effectiveness of orthotropic topologies is shown.•Capacity analysis is carried out and energy dissipation is studied.•Recommenda...

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Bibliographic Details
Published inEngineering structures Vol. 56; pp. 2119 - 2130
Main Authors Alberdi, Ryan, Przywara, John, Khandelwal, Kapil
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.11.2013
Elsevier
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Summary:•Performance of sandwich panels under blast load is evaluated using nonlinear finite element analysis.•Effect of topological parameters and boundary conditions is studied.•Effectiveness of orthotropic topologies is shown.•Capacity analysis is carried out and energy dissipation is studied.•Recommendations are made on the use of sandwich panels for blast mitigation. Sandwich panels are popular amelioration systems used as sacrificial cladding in protection from blast or impact loading. Sandwich panels have the ability to dissipate energy through plastic deformation of the core and plates, making them more effective than a single metallic plate of similar density. A popular class of sandwich panels consists of metallic lattice cores that are sandwiched between solid plates. For these metallic lattice core panels, the ability to withstand blast loading depends on the core topology. In this study we investigate sandwich panels with different types of metallic lattice topologies and compare their performance under prescribed blast loads using nonlinear finite element simulations. A parametric study is carried out to evaluate performance indicators including: energy dissipated through plastic deformation, maximum force transferred, and plate deflections. Finally, based on the parametric studies recommendations are made for the use of these sandwich panels.
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ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2013.08.021