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26 Aug 2015: q̇D =2. 3αε̇p. (4.24). A similar calculation was performed in [6], in which this type of formulation was termed“incremental”.

7 Jul 2004: Received 23 May 2001; received in revised form 24 July 2001; accepted 24 July 2001 ). Abstract—The cold compaction of a 2D random distribution of metal circular cylinders has been investigatednumerically

27 Jul 2009: MPa. 0 0.005 0.01 0.015 0.020. 6. 12. 18. 24. compressive strain. ... 12-. 24. 36. 48f. experiment. wrinkling. 1st eigenvalue and buckling. FE, ζ = 0.3%.

10 Aug 2009: Δτ / τp= 0.20(no failure). 0.220.24. Δτ / τp= 0.29(no failure).

20 Jul 2007: 0a. 0 0.2 0.4 0.6 0.80. 6. 12. 18. 24. b. ... 12. 18. 24. b. 0 0.02 0.04 0.06 0.080. 10. 20.

27 Jul 2009: where the minimum is taken over _k P 0. The minimization in (24) is straightforward, giving. ... 24 35dx2; ð58Þ. where the minimum is taken over fields _eP P 0.

19 Dec 2008: The bulk modulus and shearmodulus were calculated from the work-conjugate applied loads.Meshes of the imperfect lattice were generated from perfect par-ent meshes using a MATLAB 24 routine. ... Mech. Phys. Solids, 47, pp. 2235–2272. 24 MathWorks, 2002,

30 Jun 2009: 24. thermal dispersivity of a porous medium obtained using one type of thermal. ... b [24]; 1θ is an even function and 2θ is an odd function.

29 Jun 2018: 24] A.J. Kinloch, R.J. Young, Fracture Behaviour of Polymers, Applied Science. ... 24. Figure 5 – Plan view of the hourglass-shaped tensile specimen deformed at a cross-head velocity vch with nominal thickness equal to 3 mm, R = 15 mm, d = 6 mm,

4 Sep 2018: 16 hours and left to cool for at least 24 hours before testing. ... 24. Figure 8: Load versus displacement responses of copper mesh-reinforced DCB specimens for (a) λ/l = 8 and.