Jin Li , Ziyi Wang , Man-Tai Chen , Andi Su , Ou Zhao
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引用次数: 0
Abstract
Wire arc additive manufacturing (WAAM) is sparking extensive research interests in recent years, as the technique offers an efficient pathway fabricating metallic structural components with complex geometries. However, the limited insights into the structural performance of WAAM metallic members hinder their practical application in construction. As part of an ongoing research project on WAAM metallic members, this paper presents an experimental study on the geometric features and cross-section compressive behaviour of WAAM aluminium alloy open section stub columns. Fifteen stub column specimens with angle, channel and π-shaped section profiles were firstly printed using ER5356 aluminium alloy feedstock wires and tested under compression to study their local buckling behaviour. Before testing, the geometric properties and geometric imperfections (including initial local geometric imperfections and cross-section out-of-squareness) of the specimens were inspected using a 3D laser scanner. The measured initial local geometric imperfections and out-of-squareness of each specimen were analysed. The results from stub column tests were subsequently used to assess the applicability of cross-section classifications and predicted resistances from existing design methods (for conventionally fabricated aluminium alloy members), including the European, American and Australian/New Zealand codes, together with the continuous strength method (CSM). The assessment results generally revealed that (i) the three sets of codified slenderness limits provided safe cross-section classification, with more accurate classification offered by the American specification and Australian/New Zealand standard and (ii) the three design codes provided safe compression resistance predictions (though conservative to different extents, especially for the stocky cross-sections), while the Annex H of the European code and the CSM provided more accurate and consistent resistance predictions due to their proper consideration of material strain hardening.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.