Mathematical modeling and numerical calculation of composite structures

Golushko, Sergey

doi:10.1088/1742-6596/894/1/012021

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Choice Of Fiber For Matrix1

Production Of Fiber Reinforced Polymer Composites1

Introduction1

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2019

2023

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Cited by 2 publications

(3 citation statements)

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“…The rule of mixtures equation used to estimate elastic modulus; ω x is the weight fraction of a given component and E x is the respective elastic modulus. 104 Composite processing also contributes to material properties. Employing an incompatible method of processing for a chosen fiber-matrix unintentionally induces defects within the composite, thereby reducing its effectiveness.…”

Section: Choice Of Fiber For Matrixmentioning

confidence: 99%

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Renewed interest in biopolymer composites: incorporation of renewable, plant-sourced fibers

et al. 2023

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Section: Choice Of Fiber For Matrixmentioning

confidence: 99%

“…The rule of mixtures equation used to estimate elastic modulus; ω x is the weight fraction of a given component and E x is the respective elastic modulus. 104…”

Section: Production Of Fiber Reinforced Polymer Compositesmentioning

confidence: 99%

Renewed interest in biopolymer composites: incorporation of renewable, plant-sourced fibers

et al. 2023

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“…Fibrous reinforcement allows applying new principles in product design and production, the material and product being created simultaneously as a common integrated technological process. As a result, a product with new unique performance qualities is obtained [1,2,3,4,5,6,7]. Until recently, reinforcement has been carried out predominantly using rectilinear fiber-structures.…”

Section: Introductionmentioning

confidence: 99%

Determination of Fiber-Structure for the Effective Reinforcement of Planar Composite-Material Constructions

Feodorova

2019

MSF

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To describe the behaviour of a composite material reinforced by fibers along curvilinear trajectories, a resolving system of differential equations has been obtained. I developed a structural model within the framework of the two-dimensional non-uniform linear elasticity problem. The reinforcement is performed on the basis of three approaches: according to the grid lines of the orthogonal coordinate system determined by the given conformal representation; according to trajectories isogonal to the given curves; according to the helical trajectories in the axisymmetric formulation of the problem. Particular solutions of the corresponding boundary problems have been obtained. Recommendations for the effective reinforcement of planar constructions have been presented.

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Mathematical modeling and numerical calculation of composite structures

Cited by 2 publications

References 1 publication

Renewed interest in biopolymer composites: incorporation of renewable, plant-sourced fibers

Renewed interest in biopolymer composites: incorporation of renewable, plant-sourced fibers

Determination of Fiber-Structure for the Effective Reinforcement of Planar Composite-Material Constructions

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