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Differences in Compressive and Tensile Properties of Core and Facings in Sandwich Panels
| Content Provider | Semantic Scholar |
|---|---|
| Author | Smakosz, Łukasz Kreja, Ireneusz |
| Copyright Year | 2018 |
| Abstract | Sandwich panels are widely used in civil engineering due to their advantageous properties such as high strength to weight ratio, good thermal insulation and ease of transport and assembly. The idea of a sandwich structure allows the use of diverse core and facing material combinations to obtain a composite with properties customized for a specific application. However, the intrinsic difference in stiffness of facing and core layers makes predicting the panel's failure mode a difficult task. Depending on materials used, the panel's geometry, and the type of loading, failure might be caused by local facing buckling, global panel buckling or reaching a limit stress in any of the panel’s layers [1, 2]. |
| File Format | PDF HTM / HTML |
| Alternate Webpage(s) | http://www.solmech2018.ippt.pan.pl/abstracts/0198.pdf |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |
