Shear behaviour of architectural fabrics subjected to biaxial tensile loads

Broad assumptions are made in the testing and simulation of architectural fabrics used for tensile fabric structures. In particular, fabric shear behaviour is poorly understood and is not routinely determined. Tensile structures are continuously subject to a combination of biaxial tensile stress and...

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Published inComposites. Part A, Applied science and manufacturing Vol. 66; pp. 163 - 174
Main Authors Colman, A.G., Bridgens, B.N., Gosling, P.D., Jou, G.-T., Hsu, X.-Y.
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.11.2014
Elsevier
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Abstract Broad assumptions are made in the testing and simulation of architectural fabrics used for tensile fabric structures. In particular, fabric shear behaviour is poorly understood and is not routinely determined. Tensile structures are continuously subject to a combination of biaxial tensile stress and shear stress, yet there is no accepted method for accurately determining shear behaviour in a tensioned fabric. A novel picture frame shear test design and associated test protocol is described here that aims to provide a practicable solution for the accurate determination of the in-situ shear stiffness of architectural fabrics. Results of shear tests on fabrics subjected to increasing levels of biaxial prestress are presented and the implications for analysis are discussed.
AbstractList Broad assumptions are made in the testing and simulation of architectural fabrics used for tensile fabric structures. In particular, fabric shear behaviour is poorly understood and is not routinely determined. Tensile structures are continuously subject to a combination of biaxial tensile stress and shear stress, yet there is no accepted method for accurately determining shear behaviour in a tensioned fabric. A novel picture frame shear test design and associated test protocol is described here that aims to provide a practicable solution for the accurate determination of the in-situ shear stiffness of architectural fabrics. Results of shear tests on fabrics subjected to increasing levels of biaxial prestress are presented and the implications for analysis are discussed.
Author Gosling, P.D.
Bridgens, B.N.
Hsu, X.-Y.
Colman, A.G.
Jou, G.-T.
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  givenname: G.-T.
  surname: Jou
  fullname: Jou, G.-T.
  organization: Taiwan Textile Research Institute, 6 Chengtian Rd., Tucheng District, New Taipei City 236, Taiwan, ROC
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  surname: Hsu
  fullname: Hsu, X.-Y.
  organization: Taiwan Textile Research Institute, 6 Chengtian Rd., Tucheng District, New Taipei City 236, Taiwan, ROC
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Keywords A. Fabrics/textiles
D. Mechanical testing
B. Mechanical properties
Ethylene terephthalate polymer
Biaxial stress
Tetrafluoroethylene polymer
Ester polymer
Mechanical properties
Shear strength
Experimental study
Mineral fiber
Tension test
Tensile stress
Coated fabric
Glass fiber fabric
Woven material
Polyvinyl chloride
Language English
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Snippet Broad assumptions are made in the testing and simulation of architectural fabrics used for tensile fabric structures. In particular, fabric shear behaviour is...
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SubjectTerms A. Fabrics/textiles
Applied sciences
B. Mechanical properties
composite materials
D. Mechanical testing
Design engineering
Exact sciences and technology
Fabrics
Fibers and threads
Forms of application and semi-finished materials
Polymer industry, paints, wood
Shear
Shear stiffness
Shear stress
Shear tests
Simulation
Technology of polymers
tensile strength
Tensile stress
Title Shear behaviour of architectural fabrics subjected to biaxial tensile loads
URI https://dx.doi.org/10.1016/j.compositesa.2014.07.015
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https://www.proquest.com/docview/2153610068
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