Keeping Them in the Air1949 Aircraft Engineering and Aerospace Technology
doi: 10.1108/eb031802
WE are greatly indebted to BRITISH EUROPEAN AIRWAYSand in particular its Chief Engineer, Mr B. S. Shenstone, and his stafffor all the enthusiastic assistance they gave MR STEVENS during his several visits to Northolt and Renfrew to obtain the information on which his description of the CORPORATION'S maintenance system, which appears in this issue, is based.
TwoSpar Wing Stress AnalysisGoodey, W.J.
1949 Aircraft Engineering and Aerospace Technology
doi: 10.1108/eb031807
THE methods of wing stress analysis at present in use have in most cases been developed on the assumptions that the ribs are rigid in their own planes, and that they may be considered equivalent to an infinite number of infinitely thin ribs, infinitely closely spaced. The problem may then be treated by the methods of the calculus, as was done, for example, in an article by the writer in AIRCRAFT ENGINEERING, January and February, 1943. A more recent and much more comprehensive paper on the same subject has been published by J. HadjiArgyris and P. C. Dunne in the R. Ac. Society Journal, February, September and November, 1947, and May and June, 1949.
Aircraft Engineering Reference Sheet1949 Aircraft Engineering and Aerospace Technology
doi: 10.1108/eb031809
A feature of the Dove construction is the use of Redux to secure the stringers to the skin for parts of the fuselage, main plane, tail plane and fin with a single curvature. This process involves the application of controlled heat and pressure during construction, but normal repair methods can be applied to Reduxed members. Where there is double curvature the stringers are secured to the skin either by spot welding or riveting.
The Static NotchBar Tensile TestFitzgeraldLee, G.
1949 Aircraft Engineering and Aerospace Technology
doi: 10.1108/eb031810
VARIOUS steels, or even different heats of the same steel, with identical mechanical properties when determined by ordinary tests, vary considerably in behaviour in service and such differences of performance are neither due to any variation in composition nor to any other known factors. That these differences exist is now known but their causes are still very much matters for metallurgical conjecture. It is known that steels tempered from the austenitic range and tempered to give a martensitic structure become increasingly ductile with rise of temperature. The ordinary tests, however, fail to give any indication of the variations in behaviour, on tempering, between even different lowalloy steels, to say nothing of different heats of any one particular steel. The notchedbar impactbend test is capable of revealing differences in impact properties among steels which have been tempered to levels of mechanical strength identical with the results obtained by ordinary tensile tests. The notchedbar test is, however, highly complex, involving a certain amount of tension, compression, bending and shear, and its full significance is not yet clearly understood. Of its three characteristic features high speed, notch, and bend action, the notch is the most potent embrittling factor. Recent investigations have shown that static notchedbar tensile tests give more fully understandable results and evaluate metals in very much the same manner as impact tests.