2003
DOI: 10.1016/s0378-4371(03)00141-9
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Size dependency of tension strength in natural fiber composites

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Cited by 29 publications
(17 citation statements)
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“…Neither of these two extremes are realistic, however they are important in establishing limiting behaviors of the model. Particularly, for local load sharing, the local stress concentration around damage is so high that the failure statistics is governed by extreme statistics [26][27][28][29] and the critical load for the system decreases with system size [30,31]. On the other hand, a global load sharing model gives a finite failure threshold, as the stress concentration is much lower here.…”
Section: Introductionmentioning
confidence: 99%
“…Neither of these two extremes are realistic, however they are important in establishing limiting behaviors of the model. Particularly, for local load sharing, the local stress concentration around damage is so high that the failure statistics is governed by extreme statistics [26][27][28][29] and the critical load for the system decreases with system size [30,31]. On the other hand, a global load sharing model gives a finite failure threshold, as the stress concentration is much lower here.…”
Section: Introductionmentioning
confidence: 99%
“…[5][6][7][8][9][10] The relations can be described by Weibull statistics. [11][12][13][14] The mechanical properties of fibrereinforced composites are determined by: multiple factors: Besides the fibre load, the aspect ratio and the fibre-matrix adhesion are especially important. The aspect ratio of the fibres should be greater than 30 as a minimum, but should better exceed 100.…”
Section: Introductionmentioning
confidence: 99%
“…approaching the critical load the system is characterized by scaling laws with exponents independent of specific material properties Kun et al, 2003a, b). The microscopic mechanism of creep of our model is relevant for natural fibre composites like wood (Dill-Langer et al, 2003), but can also be simply extended to more complex material behaviours (Nechad et al, 2005).…”
Section: Discussionmentioning
confidence: 99%
“…The viscoelastic fibre bundle model with the equation of motion Equation (1) can provide an adequate description of natural fibre composites like wood subjected to a constant load (Dill-Langer et al, 2003). For the behaviour of the solutions ε(t) of Equation (1) two distinct regimes can be distinguished depending on the value of the external load σ o : when σ o falls below a critical value σ c , Equation (1) has a stationary solution ε s , which can be obtained by settingε = 0, i.e.…”
Section: Fibre Bundle Model Of Creep Rupturementioning
confidence: 99%
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