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Aluminium structural analysis: recent European advances by P S Bulson

By P S Bulson

The newest advancements within the structural research of aluminium parts are provided right here giving heritage to layout ideas which permits designers to achieve the boldness to stick to revolutionary principles, supported via exact and perceptive structural research.

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6 Equation (1) can be simplified by substituting B from eqn (6): (11) We obtain: (12) Page 43 The exponent n is a function of f 0∙2 and f 0∙1, and hence this form of the law is in terms of parameters that can all be determined experimentally from a tension test. The Ramberg­Osgood law is now widely used because its predicted behaviour is very close to the actual behaviour of aluminium alloys.  Ramberg­Osgood curves give a lower bound to the experimental curves owing to the use of the minimum value of Young’s modulus (E=70000 N mm−2).

ICE, 65 (March 1978).  Zeitschrift des Veriens Deutscher Ingenieure, 102 (1960) 1712.  Institution of Structural Engineers, London, 1963.  Engrs, 191 (1977) 107–14.  Aluminium, Heft 4 (1977) 260.  93.  NCRE report R 611, May 1975.  28, 1955.  Aluminium­Verlag, Dusseldorf, 1982.  105.  Zeitschrift des Veriens Deutscher Ingenieure, 102 (1960) 1729.  Institution of Structural Engineers, London, 1963.  1984. , Spring Meeting, paper 2, (1988) 1–9.  British Welding Journal (April 1960).  Aluminium 47 (1971).

However, final values confirmed that residual stresses produced by manufacturing are generally very low in extruded profiles (less than 20 N mm−2). Very conservative values of residual stresses, obtained in symmetri­ Page 49 (b) Rectangular hollow section.  By contrast, in Page 50 (c) Asymmetric I­section.

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