• Prüfmethoden für die Ermittlung der intralaminaren Schubeigenschaften von Composite-Werkstoffen

    Strength, lightness, stiffness and durability are some of the reasons why Fibre Reinforced Polymers (FRPs) are increasingly being employed in many engineering sectors. As the research for new material configurations, the development of automated manufacturing techniques and the range of applications continue to rise, innovative and improved testing methodologies need to continuously be developed in order to optimise their analysis and design. Therefore, reliable testing methodologies which are able to take into account the complex material behaviour of composites are required.

    Together with the tensile and compressive mechanical properties of composite materials, the in-plane shear properties also play an important role. In this case, the loading direction is not along the fibres and, therefore, the anisotropy of these materials is highlighted. The strength of the material decreases when the loading direction is shifted and, consequently, not only depends on the reinforcing fibres, but also on the interaction between the fibre/matrix. Regarding the determination of in-plane shear properties, several test methods are widely used. These generally include the Short Beam Shear (ASTM D 2344), the Iosipescu Shear (ASTM D 5379), the ±45° Tensile Shear (DIN EN 14129), the Torsional Tube Shear (ASTM D 5448), the Two- and Three-Rail Shear (ASTM D 4255), the V-Notched Rail Shear (ASTM D 7078).

    The extensive variety of testing methods is due to the difficulty in determining the in-plane shear properties of composite materials by means of a pure and uniform shear distribution throughout the test specimen up to failure. Therefore, each methodology presents its own advantages and disadvantages.

    At Grasse Zur Composite Testing, an experimental comparison between three different test methodologies used in the characterisation of the in-plane shear response of composite materials has been undertaken. These are the ±45° Tensile Shear, the V-Notched Rail Shear and the newly developed shear frame from Grasse Zur (DIN Spec 4885). Read the full paper by Dr. Francesc Puigvert Cobos here.

     

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