2001
DOI: 10.1016/s0167-6636(01)00056-4
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On the use of planar shear-lag methods for stress-transfer analysis of multilayered composites

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Cited by 152 publications
(102 citation statements)
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“…The problem is thus reduced to finding r ð1Þ by elastic stress transfer analysis between layers 1 and 2 with boundary condition of ±s 2S applied on the surface of layer 2. This problem can be solved accurately by optimal shear-lag analysis and is a special case of the general solution derived by Nairn and Mendels (2001). For fragment i in layer 1 entirely on the left of the layer 2 fragment ðx < l ð2Þ c =2Þ, the general solution for the layer 1 stress is…”
Section: Elastic-yielded Modelmentioning
confidence: 99%
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“…The problem is thus reduced to finding r ð1Þ by elastic stress transfer analysis between layers 1 and 2 with boundary condition of ±s 2S applied on the surface of layer 2. This problem can be solved accurately by optimal shear-lag analysis and is a special case of the general solution derived by Nairn and Mendels (2001). For fragment i in layer 1 entirely on the left of the layer 2 fragment ðx < l ð2Þ c =2Þ, the general solution for the layer 1 stress is…”
Section: Elastic-yielded Modelmentioning
confidence: 99%
“…where the y coordinate is centered on fragment i and extends from -l i /2 to +l i /2, x 0 i is the x coordinate at the center of fragment i, tE 0 = t 1 E 1 + t 2 E 2 , E 1 and E 2 are moduli of the layers, and b is the optimal shear-lag parameter defined by Nairn and Mendels (2001) …”
Section: Elastic-yielded Modelmentioning
confidence: 99%
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“…A generalized shear lag method [13,25] was used to derive an analytical result for stiffness of the double lap shear (DLS) specimen in Fig. 4 including the effects of an imperfect interface.…”
Section: Appendix a Double Lap Shear Specimen Analysismentioning
confidence: 99%
“…In classical shear lag analysis of force transfer, the global stress distributions can be obtained by assuming that hard and soft phases carry the axial and shear stresses, respectively, and considering the displacement and stress continuity conditions at the interfaces. 6 The mechanical properties of the structure, such as the optimal overlap length and effective modulus of nacre, 7 characteristic length of biological composites, 8 and persistence length of microtubules, can be investigated. 9 In Gurtin-Murdoch model, the surface layer is considered a membrane with decreasing thickness and assumed to adhere ideally to bulk substrate.…”
Section: Introductionmentioning
confidence: 99%