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Оборудование для производства сэндвич панелей будет изложен в этой страницей. Основная точка будет проиллюстрирован:
-структура составной сэндвич панелей
-роль кожицы и наполнители по противлению нагрузки
-распределеие стресса в таком панеле ( только кривизна )
-почему наполнитель составных сэндвич панелей тверже и сильнее единственной лицевого панели, вес которого одинаковый с наполнителем.
-примеры разных видов панелей
 
Эта страница предназначена для тех, кто не имеют любой фон инженерии, но все ещё хотят узнать о внутренюю работу сэндвич панелей.
Происхождение изгибной формулы, моменты инерцы и другие сложности превышают сферу этой страницы. Многие гипотезы заданы для легкого понимания. Вся секция креста является симметрирующей о Нейтральной аппликате и чисты изгиб допускается по этому материалу.
 
Самым хорошим методом является пользование анологии единственной балки〝I〞для образного показа сктруктуры сэндвич панелей ( смотри вверх ).
Как эта балка〝I〞, сэндвич панель составляет из сильных кожиниц(выступ), заклеенных на наполнитель.





Unlike the simple beam, which is designed to withstand stresses mostly along the x axis and bending about the y axis, the sandwich panel can be stressed along and about any axis laying in the x-y plane. The implication is that such panel can extend 'infinitely', forming a strong and continuous self-sustaining plate or shell such as a wood strip kayak. No reinforcing elements are needed because they are already built into the structure.



The Core
 

The easiest way to illustrate how the core supports shear stresses is to take a deck of cards or a telephone book and bend it. You will notice how the individual layers slide or 'shear' past each other.

Now, suppose that the sheets were all glued together. The pages are no longer free to move and the deck becomes very stiff. At this point, the only way the deck could bend is if the layers on the 'tension' side of the 'neutral axis' (red dashed line) stretched and the 'compressed' side squeezed together.

  This picture illustrates the shear in a weak core such as the unglued deck of cards or a sheet of elastic material like rubber.
The skins experience very little stress because the core deforms easily. Such cores are said to have low 'Shear Modulus of Elasticity'
 
Materials with very low Shear Modulus are unsuitable as structural cores because they cannot withstand shear stress. Boats made with such cores would be weak, excessively flexible, and easily deformed. This would defy the whole point of this construction.


  The core in this illustration would be the equivalent of the deck of cards glued together. The material resists shear (high Shear Modulus) very well. Note that the sections throughout the core are perpendicular to the neutral axis (dashed red line).
This means that the 'layers' in the core resists sliding (shear deformation) and the core and skins are forced to stretch and compress.
 
Skins made of material of high 'Modulus of Elasticity' are best used in conjunction with cores of high 'Shear Modulus'. This balance is important so that neither material fails long before the other is stressed to acceptable level.
For instance, strong Graphite or Kevlar skins bonded to a 'Styrofoam insulation' core would be a complete waste because such 'Low Shear Modulus' core would always fail long before the skin could be stressed to 1% of its potential strength. Of course, for this reason Styrofoam is not considered a structural core material.



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