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Through a combination of direct measurement and inverse modelling, a route to characterising the main mechanical forming properties of engineering fabric is demonstrated.
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Variability of tow orientation is unavoidable for biaxial engineering fabrics and their composites.
The investigation suggests a useful role for anti-wrinkle plates in characterising the formability of engineering fabrics.
A method of combining 1-d and 2-d structural finite elements to capture the fundamental mechanical properties of engineering fabrics subject to finite strains is introduced.
For woven engineering fabrics, a coupling between in-plane tension and both shear compliance and the onset of wrinkling is to be expected.
In contrast to biaxial engineering fabrics, UD-NCF has been investigated only sparsely in terms of its forming behaviour, both experimentally and numerically.
The shear angle across the surface of the formed geometry has been measured and compared with data collected previously from experiments on woven engineering fabrics.
In order to examine the significance of this divergence on real data, results from tests on several different engineering fabrics are normalised.
In the mid to late 1960s, the use of synthetic polymeric materials, then called civil engineering fabrics or filter fabrics, among several similar designations, began to have a recognized use in civil and geotechnical engineering projects.
The influence of unintended specimen pre-shear and out-of-plane wrinkling on the accuracy of shear angle and axial force results, measured during a uniaxial bias extension (UBE) test on engineering fabrics, is examined.
Results from subsequent experiments on two different engineering fabrics confirmed the numerical predictions; the accuracy and repeatability of test data was significantly improved and the maximum shear angle and axial force data measurable in the tests was significantly increased.
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