Page 228 - Aircraft Stuctures for Engineering Student
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21 2  Principles of stressed skin construction

                 moisture absorption and loss caused by changes in atmospheric humidity, while its
                 structural  properties  exhibited  the  inconsistency  common  to  natural  products.
                 Further, pronounced  anisotropy caused by  its grain structure gave a  variation in
                 the value of Young’s modulus in the ratio of  150: 1 depending on the direction of
                 loading in  relation to  the  grain. Associated  effects were  ratios  of  shear modulus
                 and Poisson’s ratio of the order of 20: 1 and 40: 1 respectively.
                   The introduction  of plywood and the development of  synthetic resin  adhesives
                 brought improvements in the strength of spars and skins and enabled anisotropy to
                 be eliminated or at worst controlled. However, the large amount of wood required
                 for military aircraft construction, during the 1914-18  war, revealed one of its most
                 serious limitations. The most suitable forms were imported from overseas, requiring
                 a large volume of shipping which was otherwise needed for the transport of food and
                 troops. To avoid a similar critical situation arising at a future date the Air Ministry, in
                 1924, prohibited the use of wood for the main load carrying parts of the structure.
                 This decision obviously hastened the introduction  of alternative metallic materials
                 in airframe construction, although wood continued to make a significant contribution
                 for many years. In fact, during the 1939-45 war a particularly successful high perfor-
                 mance aircraft, the de Havilland Mosquito, was built entirely of wood. It must be
                 admitted,  however, that  the  special circumstances of  the  time  were  the  cause  of
                 this. There was  a  shortage of factories and  skilled workers for metal fabrication,
                 whereas the furniture industry was able to supply manpower and equipment. More-
                 over, wood could be adapted to rapid methods of construction and designers had
                 acquired  a  substantial  amount  of  experience  in  dealing  with  the  problem  of
                 anisotropy in bulk  timber. Furthermore,  improvements in adhesives, for example
                 the introduction of the Redux adhesives based on phenolformaldehyde thermosetting
                 resin and the polyvinyl formal thermoplastic resin as a composite adhesive system, led
                 to improved wood-wood,  acceptable wood-metal  and even metal-metal  bonds.
                   Despite this relatively modern successful use of wood it became inevitable that its
                 role as an important structural material should come to an end. The increased wing
                 loadings and complex structural forms of present day turbojet aircraft cause high
                 stress concentrations for which wood is not well adapted.  Its anisotropy presents
                 difficult problems for the designer while wooden aircraft require more maintenance
                 than  those constructed  of  metal.  It is particularly  unsuitable for  use  in  tropical
                 conditions where, as we have noted, large changes in humidity have serious effects
                 on shape and dimensions. Attacks on the wood by termites is an additional problem.
                   The fist practical all-metal aircraft was constructed in 1915 by Junkers in Germany,
                 of  materials said to be  ‘iron and  steel’.  Steel presented  the advantages of  a  high
                 modulus  of  elasticity, high  proof  stress and  high  tensile strength.  Unfortunately
                 these were accompanied by  a high specific gravity, almost three times that of the
                 aluminium alloys and about ten times that of plywood. Designers during the 1930s
                 were therefore forced to use steel in its thinnest forms, the usual preference being
                 for a steel having a 0.1 per cent proof stress of 1000 N/mm2. To ensure stability against
                 buckling of the thin plate, intricate shapes for spar sections were devised; typical exam-
                 ples of these are shown in Fig. 7.1. Common gauges of the material were 33 to 16 SWG
                 (i.e. approximately 0.25 mm to 1.63  mm), with a composition of 0.5 per cent carbon,
                 1.5 per cent manganese steel to  Specification DTD  137, a  nickel chrome steel to
                 Specification DTD 54A or a 12 per cent chromium steel to DTD 46A.
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