2016
DOI: 10.1016/j.compositesa.2016.03.018
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Investigation into the changes in bending stiffness of a textile reinforced composite due to in-plane fabric shear: Part 2 – Numerical analysis

Abstract: Numerical investigations were pursued in an effort to understand the relationship between changes in the stiffness of plain-weave fabric-reinforced plates and the degree of in-plane shear within the fabric reinforcement. These numerical studies were motivated by an experimental study where the measurable geometric changes discerned among plates with different levels of in-plane shear were (1) the reorientation of the fibers within the plane of the plate, (2) an increase in thickness with increasing in-plane sh… Show more

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Cited by 11 publications
(4 citation statements)
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“…χ χ . The mechanical behaviors can be coupled [48][49][50][51][52], but for simplicity and due to lack of experimental data, it was assumed that the behaviors were decoupled. Finite elements composed of woven unit cells have been implemented from Equation ( 1) [5,53,54].…”
Section: Stress Resultant Shell Approachmentioning
confidence: 99%
See 1 more Smart Citation
“…χ χ . The mechanical behaviors can be coupled [48][49][50][51][52], but for simplicity and due to lack of experimental data, it was assumed that the behaviors were decoupled. Finite elements composed of woven unit cells have been implemented from Equation ( 1) [5,53,54].…”
Section: Stress Resultant Shell Approachmentioning
confidence: 99%
“…The mechanical behavior of the textile reinforcement is given by the relations between the stress resultant T 11 , T 22 , C s , M 11 , M 22 and the strains ε 11 , ε 22 , γ, χ 11 , χ 22 . The mechanical behaviors can be coupled [48][49][50][51][52], but for simplicity and due to lack of experimental data, it was assumed that the behaviors were decoupled. Finite elements composed of woven unit cells have been implemented from Equation (1) [5,53,54].…”
Section: Stress Resultant Shell Approachmentioning
confidence: 99%
“…As shown in Figure 9, a shear angle occurred in the z-axis, where the bending load acted. Because the bending stiffness of the CFRP product was strengthened in the direction in which the fibers were arranged, bending deformation was smaller than structural analysis [27,28,29]. Therefore, structural analysis considering the shear angle that occurred in the product is required for precise product design.…”
Section: Verification Of Cfrp B-pillar Reinforcementmentioning
confidence: 99%
“…Fibrous reinforcement consists of continuous or non-continuous fibers, natural or non-natural, as well as high-performance fibers [ 22 ]. Thus, it is the fibrous reinforcement that promotes property improvements to the matrix, such as mechanical, structural, thermal, conductive, ballistic, chemical, bending stiffness, etc [ 19 , [23] , [24] , [25] ]. This emphasizes the significance of conducting studies that specifically concentrate on textile reinforcement using knitted fabrics.…”
Section: Introductionmentioning
confidence: 99%