1996
DOI: 10.1177/002199839603000803
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Three-Dimensional Effective Moduli of Symmetric Laminates

Abstract: Closed-form expressions of three-dimensional effective moduli of symmetric laminates, which are based on the assumption of constant in-plane strains and constant interlaminar stresses through the thickness, had been proposed by Chou and Carleone (1972) and later re-proposed by Sun and Li (1988). This article modified the effective interlaminar shear moduli to account for the effect of stacking sequence by assuming the parabolic distribution of interlaminar shear stresses through the thickness. In this article,… Show more

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Cited by 19 publications
(11 citation statements)
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“…Therefore, the effective engineering constants are usually used for the convenience of engineers in describing the mechanical behavior of the laminates. Sun et al [ 36 ] and Chen et al [ 62 ] presented a model for EPR for general thick laminates. However, only the extensional response was taken into consideration while the bending and bending-extension coupling characteristics of the laminates were neglected.…”
Section: Design Of Hybrid Laminate With Nprmentioning
confidence: 99%
“…Therefore, the effective engineering constants are usually used for the convenience of engineers in describing the mechanical behavior of the laminates. Sun et al [ 36 ] and Chen et al [ 62 ] presented a model for EPR for general thick laminates. However, only the extensional response was taken into consideration while the bending and bending-extension coupling characteristics of the laminates were neglected.…”
Section: Design Of Hybrid Laminate With Nprmentioning
confidence: 99%
“…The 3d laminate model used is as defined in Chen, 1996 . Using the equations below, the 3D stiffness matrix of the whole laminate could be derived based on the stiffness matrix of the contributing laminas.…”
Section: D Modelmentioning
confidence: 99%
“…For a symmetric laminate, the constitutive relationship when only thermal stresses are considered is given by (6) where ε xx , ε yy , and ε zz are the strains due to the temperature change; e ij C is the equivalent stiffness of the laminate [16]; and T xx , T yy , and T zz are given by:…”
Section: Spring-in Modelingmentioning
confidence: 99%