By Federico M. Mazzolani (eds.)
The topic of the publication is the layout of aluminium alloys buildings. the topic is taken care of from diversified issues of view, like know-how, conception, codification and purposes. Aluminium alloys are effectively hired within the transportation undefined; A parallel development has been saw within the final a long time 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 interested in the codification task of Eurocode nine on Aluminium Structural layout. It illustrates, with specific connection with the fields of transportation and civil engineering, the fundamental layout rules from the cloth houses and the technological features in their software, to the overview of the resistance of the structural parts (member and plates) below static, dynamic and fatigue loading conditions.
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Extra info for Aluminium Structural Design
R-..... 0,9 ZLT 0,8 ......... ~ 0,7 0,6 I-- f-0,5 r-' 0,4 0,3 f-. "" "r I I I I I I I - Class 1 and 2 cross section Class 3 and 4 cross section I ....... " ...... J I .. - ~ .. -- -;-.. ... oo.. 3. Beam-columns On the basis of the experimental results, the ECCS Comrnittee decided to adopt the most conservative formulation, which was the one proposed by Clark-Massonnet, for both plane buckling and flexural-torsional buckling (Mazzolani, 1995a). The method was also extended to biaxial bending.
Lateral torsional buckling; 1. Torsional properties olthin-walled sections. 2 "Structural fire design" is made of four Chapters: Chapter 1: General; Chapter 2: Basis principles and rules; Chapter 3: Material properties; Chapter 4: Structural fire design. M. Mazzolani Completed by three Annexes: A. 1); B. External aluminium alloy structures; C. Corifigurationfactor. Part 2 "Structures susceptible to fatigue" contains six Chapters: Chapter 1: General; Chapter 2: Basis ofdesign; Chapter 3: Loading; Chapter 4: Stress analysis; Chapter 5: Fatigue strength; Chapter 6: Quality requirements.
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. 2 ratio is lower that the one of steel. • The main difference between the two materials is relative to the inelastic range. On the other hand, both materials behave linear elastically up to the elastic limit, which basically represents the working range of structures. 2 and the specific weight y.