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16 May 2002: 4- & "4-2. 2 @ 4-8. 4-3/ 0 B-/-C 4-3. F 4-3. ... $ B3//C : % % , " " % " B83C " >! ( " ". 5B B. B CB. % " % &( B CB # //$ ,? #$. K% " %. ( K% # $. % #$ (. D % D. " % D. 4-. 454 4 6 7 /%&0 ',8'%9. %

7 Jul 2004: 3 ; & & &% & &. & %& &. & (& && & &. & & ( &%. & &% (& (. & & && A. ( % (( %& &. & (& & & & &(. - (& &. & ( & & & ; & &. & ( " & &% & &. & &. & % - 2 &% &. & & & & &. & (& & ) ( 3 & & % &. % & &. & & & & &. "B & & &. & /. - & / & == C D =:=>=:. "=:4'

7 Jul 2004: 9$ ' (. " & " ) " " " " # "! " 75 " 2 K1-5L3. 08+ #$ % % "$ & ' " ( ( ) ,,- )./,). 9$ % "( (? ( "( 5 -. % %B" " " " B " % %. = " % " % )%! %! ' )% # # O -! )% " %. 98$ " ( "( 5 -. E " B" "%(! 2Q , $3 " '$ % "! ( O ( B/ $ " ( ". 9)$ (". "" " )! " "

7 Jul 2004: 5 ( " 0 6( $%%%7 ( " " 8 " ( ) " $ #9 "( " ( 6( $%%%7& - :: ;; 6 #<<<& $%%%7 = ( ( =. = >? 6$%%#7 @$A9'@%9. " B B. ). CDD#$$$@9%& ,. CDD#$$$@@$! " ... E 6 7. %%$%A@?B%#BF $%%# 1" 2 "4==. %%$%A@?6%#7%%#%$. :: ;; #% %#&! ( 6$%%#7 " ( )( ( ( " ( ( ( ( , ( (

26 Aug 2005: actions are shown after 10 thermal cycles at the end of the high temperaturethe peg,x < b; (b) normal traction on the TGO/bond coat interface beyond the. ... a) Traction on plane within the peg,x1 < b; (b) traction on the TGO/bond coat interface beyond

25 Jan 2023: 11. Test A(a) Test B(b) Test C(c). (d) (e) (f). Figure 3: Numerical simulations of three stage EP tests performed in different regimes. ... Materials Science 47 (2) (2016) 672–696. [27] P. Novak, R. Yuan, B.

7 Jul 2004: eTab 1. 2ðuBa:b þ uBb;aÞ HjBab þ. 1. 2wB;aw. B;b and e. ... Bab. 1. 2ðuBa:b þ uBb;aÞ þ. 1. 2wB;aw. B;b ð14Þ. with jBab wB;ab.In summary, a plate having actuated Kagome planar trusses for each face can

30 Oct 2018: 3] B. Budiansky, J.W. Hutchinson, J.C. Lambropoulos, Continuum theory of dilatant. ... according to Eq. (21). 18. a. b. b. b. Crack. Crack tip.

8 Aug 2009: ccc. B. B. B. B. B. B. B. B. B. B. ... B. B. B. B. (a). (b). Figure 10. Unwrapped view of the deformation mode of the triangulated tube due to actuation of(a) an axial bar and (b) a diagonal bar.

6 Dec 2022: For fast. growth and surface diffusion (B’-B in Fig. 7(a)), the boundary layer solution495. ... boundary layerB’ B. (b). ȧ. k. ha/l. strip K-field. 11. C’.

2 Dec 2016: b x x. a a a b a. b b b a b. ... b b b b.  . .              .

29 Oct 2018: response in Figure 3(b) for 𝜀̇ = 3 x 10-3 s-1. ... specimens is 12.8 0.2 mm. Test Geometry t s w h b B.

10 Aug 2009: Incompressibility dictates. 2b 2u þ w w0w. k ð5Þ. with. tan b 2w2. ... u uk; w w. k; b b. k; ‘ ‘. k; d d.

18 Jul 2023: 6(b); ̅ increases with increasing aspect. ratio in an almost linear fashion. ... Ihli, G. Gong, B. Liu, D.L.R. Melvin, A. Bonnin, O. Magdysyuk, P.

31 Mar 2007: b) Sketch ofpyramidal core sandwich beam showing the parameters involve in a three-point bending test. ... It collapses by core shear B. (b) The Fversus u response for this specimen along with the analytical prediction ofthe collapse strength.

5 May 2015: see [8–10]. Values for (B, b; C, c) are listed in Table 1 for the four lattices of interest, as taken from. ... Coefficients for relative density, elastic modulus, and yield strength. A B b C cTriangular 2 3 1 / 3 1 1 / 3 1 Kagome 3 1 / 3 1 1 / 2 1

6 Oct 2004: compressed column. mode-I planar crack. expanded cylindricalcavity. (a) (b). (c). Figure 1. ... a). (b). = 2α. = 2α. Figure 5. Prediction of (a) pF min/µ versus JIIC/µR and (b) b/R versusJIIC/µR for the penetration of a soft solid by a

22 Feb 2023: experiments. 1/09/2019. Page 6 of 39. (B) The reference case is considered in the form of a liquid that does not induce swelling of the. ... 5. Measurement of liquid infiltration. 5.1 Test Series B: ethanol-infiltration of pre-compressed and pre-expanded

7 Jul 2005: φ. Section B-B. sd. p. Geometry 1. 10 mm. Geometry 2. ... Geometry 2,G = 0:092: (a) unconstrained compression; (b) bonded compression; (c) constrained compression.

28 Jun 2010: Table 1. Coefficients for the scaling laws. Topology A B b v C c D d. ... made up of b struts and j frictionless joints, like those in Fig.