2014
DOI: 10.1016/j.compositesa.2014.05.012
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Micromechanical modelling for wood–fibre reinforced plastics in which the fibres are neither stiff nor rod-like

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Cited by 13 publications
(12 citation statements)
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“…The Halpin-Tsai model 38,39 is a composite model that represents the elastic modulus of a short fiber reinforced composite material, and many applications of this model have been seen recently. 40,41 9, the results for the parallel model (3) and the series rule (4) do not agree with the measured values. Therefore, we explored the Halpin-Tsai model.…”
Section: Reinforcement Mechanismmentioning
confidence: 79%
See 1 more Smart Citation
“…The Halpin-Tsai model 38,39 is a composite model that represents the elastic modulus of a short fiber reinforced composite material, and many applications of this model have been seen recently. 40,41 9, the results for the parallel model (3) and the series rule (4) do not agree with the measured values. Therefore, we explored the Halpin-Tsai model.…”
Section: Reinforcement Mechanismmentioning
confidence: 79%
“…As typical models, the series rule is shown in Equation ), and the Halpin–Tsai model is given by Equation ). The Halpin–Tsai model 38,39 is a composite model that represents the elastic modulus of a short fiber reinforced composite material, and many applications of this model have been seen recently 40,41 1normalEnormalc=VnormalmnormalEnormalm+VnormalfnormalEnormalf normalEnormalc=normalEnormalm()1+normalξnormalηVnormalf1ηVf where η = (E′ f /E′ m – 1)/(E′ f /E′ m + ξ ), ξ = 2(L/D)…”
Section: Resultsmentioning
confidence: 99%
“…Despite their attractive in‐plane mechanical properties, most traditional UHMWPE fiberRP laminates suffer from a relatively poor out‐of‐plane performance . A great body of research has been devoted to improving the through‐thickness properties of FRPs …”
Section: Introductionmentioning
confidence: 99%
“…This kind of composite has been mainly modeled and considered via analytical approaches. 14,26,2931 Therefore, this paper aims to predict, by a hyperelastic approach in combination with an FE model, the uniaxial tensile mechanical response of three WPCs which were formulated with sawdust of three wood species (pine, walnut, and the cherry tree). The proposed method seeks to simplify the use of numerical models to evaluate the stress and strain of WPCs using only tensile testing experimental data.…”
Section: Introductionmentioning
confidence: 99%