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1 - 10 of 39 search results for b&b |u:www-mech.eng.cam.ac.uk

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  2. PII: S0079-6425(00)00016-5

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/133.pdf
    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. %

  3. PII: S1359-835X(01)00118-X

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/141.pdf
    7 Jul 2004: 3 ; & & &% & &. & %& &. & (& && & &. & & ( &%. & &% (& (. & & && A. ( % (( %& &. & (& & & & &(. - (& &. & ( & & & ; & &. & ( " & &% & &. & &. & % - 2 &% &. & & & & &. & (& & ) ( 3 & & % &. % & &. & & & & &. "B & & &. & /. - & / & == C D =:=>=:. "=:4'

  4. PII: S0079-6425(00)00011-6

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/134.pdf
    7 Jul 2004: 9$ ' (. " & " ) " " " " # "! " 75 " 2 K1-5L3. 08+ #$ % % "$ & ' " ( ( ) ,,- )./,). 9$ % "( (? ( "( 5 -. % %B" " " " B " % %. = " % " % )%! %! ' )% # # O -! )% " %. 98$ " ( "( 5 -. E " B" "%(! 2Q , $3 " '$ % "! ( O ( B/ $ " ( ". 9)$ (". "" " )! " "

  5. PII: S0020-7683(01)00103-2

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/138.pdf
    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 " ( )( ( ( " ( ( ( ( , ( (

  6. doi:10.1016/j.msea.2005.05.033

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/181.pdf
    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

  7. doi:10.1098/rspa.2008.0328

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/248.pdf
    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.

  8. doi:10.1016/j.ijfatigue.2006.11.013

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/224.pdf
    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.

  9. doi: 10.1098/rspa.2010.0329 published online 13 October 2010Proc. R.…

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/280.pdf
    27 Oct 2010: 10–310–4. 10–1. 100. 100. E. E. D. A. B. B. F. ... 10–310–2. 10–1. 100. 10–1. F. E. E. A. B. B. 100.

  10. 03pa0343

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/180.pdf
    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

  11. doi:10.1016/j.ijsolstr.2006.11.046

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/235.pdf
    10 Aug 2009: b. b. x3. x2 Bout b Gb b. 2ð1 þ mÞ GA b2. ... b. b. 1. 3. 2. d. tww. S. S11 13,c cE G.

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