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7 Jul 2004: 24]). KIC JICE 0. p3. where E 0 E=1ÿ2 is the plane strain Young'smodulus, and the Poisson ratio n is assumed to beequal to 0.3, as recommended by ... V. V0. 24. where V0 is the voltage across the specimen for anormalized crack length a=W 0:3.

25 Mar 2004: KI = 1.12 σinf. π 2a′ g(a′/w). (31). Using the procedure outlined via Equations (24) to (28), the tunneling stress is. ... 24 Akke S.J. Suiker and Norman A. Fleck. Figure 16. Cracking in the two outer layers of the 2/1 lay-up, see Figure 15.

7 Jul 2004: The salient experimental details of these measurements are as follows.Sathiamoorthy used a Celanese test-rig to measure the compressive strength of a 24-ply unidirectionalcomposite, comprising Toray T800 carbon bres ... Thisvalue of D/d corresponds to a

7 Jul 2004: nis given by. vn(h)"(EQ. 1cos2 h#EQ. 2sin2 h)2R. 0. (24). Analytical expressions for the yield surface follows by substituting Eq. ... 24) into Eq. (23) and thenevaluating Eq. (18). For the case EQ1(0 and EQ.

7 Jul 2004: 2(b). This characteristic is close tothat of Chattahoochee river sand (CU 2:24) and. ... 2: σ3= 24 kPa; γ. 0= 8.30 kN/m3. 3: σ3= 42 kPa; γ.

7 Jul 2004: ActaMaterialia 1999;47:2511}24. [14] Fleck NA, Hutchinson JW. Strain gradient plasticity. In: Hutchinson JW, Wu TY, editors.

7 Jul 2004: u I24. (3. (I3I2. )3)= #sat; (24). where I2 and I3 are invariants of Ur given by. ... Estimating the saturationpolarisation in this way gives Psat = 0:24 C m2.

7 Jul 2004: Sij 05hD9Z9R0S 10 1gS0 dS0 ðninjnknlEklŁ "24#which simpli_es to. Sij 0hD9Z94pR0 1 $Eij 01 dijEkk% "25#upon use of the identity "see for example Ogden 0873#.

7 Jul 2004: Received 12 May 1999; received in revised form 24 August 1999.

27 May 2004: For the case of an air blast, we taker w5 1.24 kgm2 3, cw5 330 ms. ... U lostmf v o. 2/25. 11 r̂. 21 r̂(24). where r̂ 5 r cc/mf.