A new testing machine to determine the behaviour of aluminium granulate under combined pressure and shear

被引:0
|
作者
F. Widerøe
T. Welo
H. Vestøl
机构
[1] Norwegian University of Science and Technology – Dept. of Engineering Design and Materials,
[2] Norwegian University of Science and Technology – Dept. of Materials Technology,undefined
关键词
Aluminum; Direct conversion; Granulate; Compression; Shear; Elevated Temperatures;
D O I
暂无
中图分类号
学科分类号
摘要
To reduce the environmental impact and increase the yield from conventional recycling processes of aluminium a direct continuous extrusion method of shredded scrap is being developed. The innovative new method is based on a process where a rotating screw generates the extrusion pressure, introducing rotation to the scrap compacting and extruding in one single process. The objective of this paper is to present a testing machine for compactation of aluminium granulate representing this process in a simplified manner. A machine, which is capable of imposing rotational and linear translations, has been built for the purpose of compacting granulate under different pressures, torques and strain rates at different temperatures to study the influence of these parameters. The compactation of granulate under both high pressure and rotation at elevated temperature is a generic way of representing the thermo-mechanical conditions in this recycling process. The paper describes the developed machine, its features and capabilities in detail. Two initial tests, with and without rotation, have been carried out. The material used was an aluminum alloy AA6060 wire cut in appropriate sizes. It is shown how simultaneous rotation and compression reduce the necessary pressure for full achieving compactation of the granulate.
引用
收藏
页码:861 / 864
页数:3
相关论文
共 50 条
  • [21] A new split Hopkinson pressure-shear testing set
    Lin Yuliang
    Lu Fangyun
    Zhao Pengduo
    Li Junling
    Cui Yunxiao
    DYMAT 2009: 9TH INTERNATIONAL CONFERENCE ON THE MECHANICAL AND PHYSICAL BEHAVIOUR OF MATERIALS UNDER DYNAMIC LOADING, VOL 1, 2009, : 583 - 589
  • [22] Experimental behaviour of stainless steel plate girders under combined bending and shear
    Chen, X. W.
    Yuan, H. X.
    Real, E.
    Du, X. X.
    Schafer, B. W.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 166
  • [23] Mechanical behaviour of EPS foam under combined compression-shear loading
    Ling, Chen
    Cardiff, Philip
    Gilchrist, Michael D.
    MATERIALS TODAY COMMUNICATIONS, 2018, 16 : 339 - 352
  • [24] Behaviour of thin layer mortared concrete masonry under combined shear and compression
    Thamboo, Julian Ajith
    Dhanasekar, Manicka
    AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2016, 17 (01) : 39 - 52
  • [25] Behaviour of steel–concrete composite girders under combined negative moment and shear
    Men, Pengfei
    Zhou, Xuhong
    Zhang, Zhengxu
    Di, Jin
    Qin, Fengjiang
    Journal of Constructional Steel Research, 2021, 179
  • [26] Inner Architecture of Bonded Splats under Combined High Pressure and Shear
    Khoddam, Shahin
    Sapanathan, Thaneshan
    Zahiri, Saden
    Hodgson, Peter D.
    Zarei-Hanzaki, Abbas
    Ibrahim, Raafat
    ADVANCED ENGINEERING MATERIALS, 2016, 18 (04) : 501 - 505
  • [27] Experimental behaviour of aeronautical notched carbon fibre reinforced thermoplastic panels under combined tension-shear-pressure loadings
    Grotto, Florent
    Bouvet, Christophe
    Castanie, Bruno
    Serra, Jol
    ENGINEERING FAILURE ANALYSIS, 2023, 146
  • [28] Deformation under combined compression and shear: a new kinematic solution
    Shahin Khoddam
    Journal of Materials Science, 2019, 54 : 4754 - 4765
  • [29] Behaviour of reinforced thermoplastic pipe under combined bending and external pressure
    Bai, Yong
    Yuan, Shuai
    Tang, Jiandong
    Qiao, Hongdong
    Cheng, Peng
    Cao, Yu
    Wang, Nuosi
    SHIPS AND OFFSHORE STRUCTURES, 2015, 10 (05) : 575 - 586
  • [30] Deformation under combined compression and shear: a new kinematic solution
    Khoddam, Shahin
    JOURNAL OF MATERIALS SCIENCE, 2019, 54 (06) : 4754 - 4765