By Federico M. Mazzolani (eds.)
The topic of the ebook is the layout of aluminium alloys constructions. the topic is handled from varied issues of view, like know-how, idea, 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 buildings, the place aluminium alloys compete with metal (long-span roofing, bridges, hydraulic constructions, offshore superstructures). This quantity collects the lectures of out-standing overseas specialists, who're all fascinated by the codification job 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 fabric houses and the technological points in their software, to the overview of the resistance of the structural components (member and plates) lower than static, dynamic and fatigue loading conditions.
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The topic of the e-book is the layout of aluminium alloys constructions. the topic is handled from diverse issues of view, like know-how, idea, codification and purposes. Aluminium alloys are effectively hired within the transportation undefined; A parallel pattern has been saw within the final many years in civil engineering constructions, the place aluminium alloys compete with metal (long-span roofing, bridges, hydraulic buildings, offshore superstructures).
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Extra resources for Aluminium Structural Design
I ,0 o-vü I I I! 2: Types of element The basic parameter to decide which dass a given cross-section belongs to is the bit ratio between the width and thickness of each element. A research project has been expressly developed on aluminium sections (square and rectangular hollow sections, channels), in order to identify the influence of the width-to-thickness ratios on the local buckling phenomenon. , 1996b): • • • • dass 1: dass 2: dass 3: dass 4: bit -:;, 11; 11 < bit -:;, 16; 16< bit -:;, 21; bit> 21.
2. 3. ", / ...... / ' \.. g ~ I ... 4c). Design Criteria for Aluminium Structures: Technology, Codification and Applications f-- 43 - - ). 2 and/o. 2% proof strength in MPa. 5. 1. Evaluation of ultimate axial load The load-bearing capacity of cross-sections under axial load, excluding overall buckling phenomena of the member, can be evaluated with reference to the above mentioned limit states and the corresponding behavioural classes (Mazzolani and Piluso, 1995). M. 3, depending on the assumed limit state, where: A eff is the effective cross-sectional area, evaluated accounting for local buckling phenomena, in case of dass 4.
2% proof strength; the section modulus; the geometrical shape factor; a numerical parameter depending on material. 4); a numerical parameter depending on aa and on the conventional available ductility of the material.