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Effect of Impregnation Resin Elastic Modulus on the Tensile Properties of Carbon Fiber Bundles

https://doi.org/10.2139/ssrn.5233497
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Resin impregnation behavior in carbon fiber reinforced polyamide 6 composite: Effects of yarn thickness, fabric lamination and sizing agent
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Stochastic multi-scale modelling of textile composites based on internal geometry variability
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Ballistic strain-rate-dependent material modelling of glass-fibre woven composite based on the prediction of a meso-heterogeneous approach
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Shear strengthening of RC beams with textile reinforced concrete (TRC) plate
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Novel cement-based composites for the strengthening and repair of concrete structures
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Experimental and analytical analysis of the effect of fibre treatment on the thermomechanical behaviour of continuous carbon textile subjected to simultaneous elevated temperature and uniaxial tensile loadings
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Experimental study and analytical modeling on tensile performance of basalt textile reinforced concrete
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Research on high-performance adhesive based on the tensile properties of impregnated carbon fiber bundles under harsh environment
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The influence of non-linear elasticity on the determination of Weibull parameters using the fibre bundle tensile test
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The effects of strain rate on the mechanical behaviour of kevlar fibre bundles: an experimental and theoretical study
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Mechanical Properties of Kevlar® KM2 Single Fiber
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Modeling Analysis of Tensile Tests of Bundled Filaments with a Bimodal Weibull Survival Function
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Characterization of tensile property of high-performance fiber bundles combined with epoxy resin using advanced video extensometer
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Estimating Single Cotton Fiber Tensile Properties from the Load-Elongation Curves of Slack Bundles
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Flexural strengthening of reinforced concrete beams with prestressed and unprestressed fabric-reinforced cementitious plates
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Determination of Carbon Fiber Strength Distribution Using Bundle Fiber Tensile Test: Correction of Measurement System Elongation and Kinetic Friction Between Fibers in the Fiber Bundle
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Textile reinforced concrete for strengthening in bending and shear
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