Download Aluminium Structural Design by Federico M. Mazzolani (eds.) PDF

By Federico M. Mazzolani (eds.)

The topic of the e-book is the layout of aluminium alloys constructions. the topic is taken care of from diversified issues of view, like know-how, thought, codification and functions. Aluminium alloys are effectively hired within the transportation undefined; A parallel development has been saw within the final many years in civil engineering constructions, the place aluminium alloys compete with metal (long-span roofing, bridges, hydraulic constructions, offshore superstructures). This quantity collects the lectures of out-standing foreign specialists, who're all taken with the codification task of Eurocode nine on Aluminium Structural layout. It illustrates, with specific connection with the fields of transportation and civil engineering, the elemental layout rules from the fabric homes and the technological features in their software, to the assessment of the resistance of the structural components (member and plates) lower than static, dynamic and fatigue loading conditions.

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Extra resources for Aluminium Structural Design

Example text

2)' Ultimate strength (fJ and Young's modulus (E). In general it can be said that aluminium alloys offer a wider range of strength than steel. For this reason the concept of a ''fourth dimension" in metal construction seems to be more appropriate to aluminium alloys than to steel. On the other hand, because the Young' s modulus is one-third that of steel, more frequent problems of deformation and of instability are present. 12 the stress-strain curves of AlMgSi alloy and of Fe 360 steel are compared.

Z/fo.! 9) The Ramberg-Osgood law is widely used, because it is able to predict the actual behaviour of aluminium alloys. It has been used also in the computations carried out by the ECCS Committee on Aluminium Structures when deve10ping the European Recommendations for Aluminium Alloy Structures (1978). It is also mentioned into an Annex of Eurocode 9. 10) which can be successfuIly applied to other structural metallic and non-metallic materials as weIl as to aluminium. The meaning of the new parameters is: IE : conventional elastic limit; E 0 ~ residual strain corresponding to the elastic limit; n: the exponent equal to: Ina n=------ In(fEo where CDl.

Or box - sections. 2 in Nmm- 2), being n its exponent. 2 from 200 to 300 Nmm- 2) and the second the non-heat-treated alloys (withlo. 2 from 100 Nmm- 2 to 200 Nmm-2). e) Residual stresses and variations of the elastic limit along the cross-section are negligible imperfeetions in extruded members, but not in welded. 1) Since experimental results were in very close agreement with the numerical analysis, simulation computations can be systematically used to elaborate the basic data. Starting from these statements, the main problem was how to select buckling curves.

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