By David E. Malach

ISBN-10: 1611223938

ISBN-13: 9781611223934

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Extra resources for Advances in Mechanical Engineering Research; Volume 2

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Exp( )  a0 . 11) Thus: n  d ln(a) / d ln( /  0 ) and n   0 gives a meaning of n as the activation volume parameter  0 of the exact equation. The values of ―n‖ and the matching activation energies of the different creep and damage processes in wood, with the dependency on stress moisture content and temperature, are given in [2]. The constancy of the initial value of the parameter  0 , independent of  0 explains the time-temperature and time- stress equivalence and explains, by the physical processes, why and when at high stresses, the in [1] mentioned value of n + 1 ≈ 60 is measured and at lower stresses, half this value (see [2]).

5. 8) applies. 1 resp. 5 . 8) with the measurements, showing an excellent agreement between theory and measurement. 7; η = L/h = 10 (L is distance field loading to support) and b = 79 mm. 1. 17N / mm  170N / m , which agrees with values of the critical strain energy release rate. 5 , as to be expected by the high density of Douglas fir. 1. 7) with energy dissipation by shear stresses only. 6) are given to obtain a possible correction factor. 092N / mm  92N / m . 5 . 2) and not by the shear mode II, as is supposed by other models.

C. M. van der Put showing a difference by a factor 4, depending on the form of the crack tip and thus depending on the value of the tangential tensile stress along the crack-tip boundary. 5 and 2 but is too far away from the elliptic value 2 which applies generally. Also the theoretical elastic elliptic crack opening displacement of  c  (2 c) / E is far above the Dugdale value. The Dugdale model thus is a 2 model according to the equilibrium method, based on a chosen, allowable equilibrium system, providing however a too low and thus rejectable lower bound with respect to the theoretical description of Section 2.

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Advances in Mechanical Engineering Research; Volume 2 by David E. Malach


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