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Sandwich 50 panels

Decorative panels are made by laminating vinyl or wood veneer to structural panels which can be steel, aluminum, pl)nvood, or particle board. Foam cores between the structural panels offer stiffness, sound deadening, and thermal insulation. Metal-polymer laminates are used as decorative panels in buildings. A viscoelastic core can be added between the metal sheets for sound damping. [Pg.197]

Laminations may also be constructed using fabric material such as cotton, paper, or woven-glass fibers embedded in a plastic matrix. In-plane degree of isotropy is relatively high in this group of materials. [Pg.667]

Laminates are also used extensively in sports and recreation equipment. For example, the modern ski (see the chapter-opening illustration) is a relatively complex laminated structure. [Pg.667]

Schematic diagram showing the cross section of a sandwich panel. [Pg.667]

Core materials typically fall within three categories rigid polymeric foams, wood, and honeycombs. [Pg.668]


Several manufacturiag processes can be used to produce phenohc foams (59,79) continuous production of free-rising foam for slabs and slab stock similar to that for polyurethane foam (61,80) foam-ia-place batch process (61,81) sandwich paneling (63,82,83) and sprayiag (70,84). [Pg.406]

Composites need not be made of fibres. Plywood is a lamellar composite, giving a material with uniform properties in the plane of the sheet (unlike the wood from which it is made). Sheets of GFRP or of CFRP are laminated together, for the same reason. And sandwich panels - composites made of stiff skins with a low-density core - achieve special properties by combining, in a sheet, the best features of two very different components. [Pg.263]

Sandwich panels of rigid polyurethane - HCFC- 141b, HCFC-22, blends of HCFC-22 and -141b, pentane, and HFC-134a are now used as alternatives to CFCs in this application. In the long term, HFCs and carbon dioxide/water will be the replacement technologies. [Pg.34]

The Plate Constitutive equations can be used for curved plates provided the radius of curvature is large relative to the thickness (typically r/h > 50). They can also be used to analyse laminates made up of materials other than unidirectional fibres, eg layers which are isotropic or made from woven fabrics can be analysed by inserting the relevant properties for the local 1-2 directions. Sandwich panels can also be analysed by using a thickness and appropriate properties for the core material. These types of situation are considered in the following Examples. [Pg.218]

Foamed polyurethane. The basic chemicals are mixed in the liquid state with foaming agents, and swell into a low-density foam which sets by polymerization into a rigid mass. As the swelling material will expand into any shape required, it is ideal for the core of sandwich panels, and the sheet material skins may be flat or profiled. When the panels are manufactured the mixture is injected between the inner and outer skins and expands to the thickness required, adhering to the lining materials. [Pg.174]

Stores of this size can be built, using standard size factory-made sandwich panels, cutting these to size, jointing and sealing on site. This form of construction is prone to fitting errors, with subsequent failure of the insulation, if not carried out by skilled and experienced craftsmen. The best system can be ruined if the base is uneven or by inexpert finishing of pipe entries, sealing, etc. [Pg.177]

The plastic insulants are rigid, homogeneous materials, suitable as the core of sandwich panels. Such a method of fahrication is facilitated when using foamed rigid polyurethane, since the liquids can he made to foam between the inner and outer panel skins and have a good natural adhesion, so making a stiff structural component [40]. [Pg.179]

Resistance to puncture is another type of loading. It is of particular interest in applications involving sheet and film as well as thin-walled tubing or molding and other membrane type loaded structures. Hie surface skins of sandwich panels are another area where it is important. A localized force is applied by a relatively sharp object perpendicular to the plane of the sheet of material being stressed. If the material is thick compared to the area of application of the stress, it is effectively a localized compression stress with some shear effects as the material is deformed below the surface of the sheet. [Pg.93]

A sandwich panel performs by improving loading characteristics such as in bending in the direction perpendicular to the plane of... [Pg.150]

Using several materials such as PP, glass-filled PS, and PS molded structural foam that is a natural sandwich panel material, the design procedure follows to determine the deflection and stress limitations of the material in each of the several designs. [Pg.205]

El theory In all materials (plastics, metals, wood, etc.) elementary mechanical theory demonstrates that some shapes resist deformation from external loads. This phenomenon stems from the basic physical fact that deformation in beam or sheet sections depends upon the mathematical product of the modulus of elasticity (E) and the moment of inertia (I), commonly expressed as EL This theory has been applied to many different constructions including sandwich panels. [Pg.635]

Allen, H. G. 1969. Analysis and design of structural sandwich panels. Pergamon Press, Tarrytown, NY. [Pg.447]

For facilities susceptible to the contamination of nitroglycerin liquids and vapors, basic construction materials of wood framing, reinforced concrete, fiberglass reinforced plastic, and sandwich panels were chosen for development of architectural details incorporating lead conductive floor lining, equipment doors, personnel escape chutes and doors, ceiling and wall interfaces, interior finishes, joint sealing, door and wall louvers, wall vents, wall penetrations, and fixed windows. [Pg.69]

For facilities susceptible to nitrocellulose, single base and multibase dusts, the same details could be used with the addition of alternate basic construction types. Six types of construction were chosen which included wood frame, concrete masonry units, reinforced concrete, modified preengineered buildings, fiberglass reinforced plastic and sandwich panels. These were chosen for development of architectural details similar to those mentioned above for nitroglycerin facilities except troweled-on conductive floor lining was to be used instead of lead. [Pg.69]

The European Parliament has adopted phase-out dates for the use of HCFCs in rigid foam applications which are basically in line with those in the USA and Japan. From 1 January 2000, the use of HCFCs for integral skin PU and PE foams is prohibited. From 1 January 2002, the use of HCFCs in expanded PS foams is prohibited. From 1 January 2003, the use of HCFCs in flexible-faced PU foam laminates, appliances and sandwich panels is prohibited. EUROPEAN PARLIAMENT... [Pg.81]

Thermal insulation of sandwich panels for industrial construction. .. [Pg.71]

Cores for sandwich panels for body structures of refrigerated lorries and similar vehicles roofs of coaches containers for maritime, road, railway and air transport wagons to carry and store food on board aircraft shelters, bodies of military light machines. [Pg.88]

The cores and the final parts can have any shape parallelepipedic for a lot of sandwich panels, shaped parts for the hulls of boats or bumpers and so on. [Pg.750]

Sandwich panels for containers or bodies of isothermal trucks (rigid foams), panels for cold stores. [Pg.804]

Figure 6.12 shows an example of a sandwich panel made from an extruded polypropylene honeycomb core (from Tubulam, Bagneux, France). [Pg.809]

Figure 6.20 displays schematically a symmetrical sandwich panel made up of ... [Pg.826]

By application of this equation for a facing thickness of 0.5 (t = 0.5), Figure 6.21 shows the ratio of DI Ef>) for a sandwich panel toDI(Efb) for the facings without foam, as a function of the foam core thickness. Note that rigidity can be multiplied by 50 for a core thickness of 3.6, that is to say, a panel thickness of 4.6 and a practically unchanged weight. [Pg.826]

Considering another point of view, Swedish manufacturer DIAB quotes an example of a sandwich and a laminate of approximately the same flexural rigidity the laminate is 2.8 times heavier than the sandwich panel. [Pg.827]


See other pages where Sandwich 50 panels is mentioned: [Pg.416]    [Pg.527]    [Pg.272]    [Pg.1138]    [Pg.1158]    [Pg.1176]    [Pg.1183]    [Pg.1186]    [Pg.142]    [Pg.150]    [Pg.151]    [Pg.248]    [Pg.251]    [Pg.24]    [Pg.233]    [Pg.569]    [Pg.826]    [Pg.293]    [Pg.445]   
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See also in sourсe #XX -- [ Pg.20 ]

See also in sourсe #XX -- [ Pg.86 , Pg.111 , Pg.127 ]

See also in sourсe #XX -- [ Pg.667 , Pg.930 ]




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