The aim of this study was to establish a mathematical model of the relationship between fiber displacement and strain in the twisting process; the cross-section of yarn was taken at random. Based on the differential method, the plane stress was analysed mathematically, and stress and strain balance equations of the yarn cross-section were obtained. Then a geometry model of the cross-section was established using ANSYS10.0, which is a kind of Finite Element Analysis Software. Changes in the displacement can be simulated by this model, which reflects the relationship between the displacement and stress. The results showed that there are some relationships between the strain and displacement.

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Study on the Relationships Between Fibre Displacement and Strain by the Finite Element Method

Research and development

Authors:

  • Xu Bojun
    Key Laboratory of Science & Technology of Eco-textilesa, School of Textile & Clothing, Southern Yangtze University, WuXi, P. R. China
  • Zhu Ye (j/w)
  • Liu Xinjin (j/w)

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Abstract:

The aim of this study was to establish a mathematical model of the relationship between fiber displacement and strain in the twisting process; the cross-section of yarn was taken at random. Based on the differential method, the plane stress was analysed mathematically, and stress and strain balance equations of the yarn cross-section were obtained. Then a geometry model of the cross-section was established using ANSYS10.0, which is a kind of Finite Element Analysis Software. Changes in the displacement can be simulated by this model, which reflects the relationship between the displacement and stress. The results showed that there are some relationships between the strain and displacement.

Tags: cross-section, finite element method, fibre displacement and strain

Citation: Xu B., Zhu Y., Liu X.; Study on the Relationships Between Fibre Displacement and Strain by the Finite Element Method. FIBRES & TEXTILES in Eastern Europe 2011, Vol. 19, No. 6 (89) pp. 34-37.

Published in issue no 2 (85) / 2011, pages 34–37.

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