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1 - 10 of 30 search results for katalk:za31 24 / / / / / |u:www-mech.eng.cam.ac.uk where 0 match all words and 30 match some words.

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  2. doi:10.1016/j.actamat.2004.04.011

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/152.pdf
    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.

  3. doi:10.1016/j.compositesa.2004.03.006

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/161.pdf
    21 Sep 2004: snubbing was first applied to fibre reinforcements by Li [24]. D.D.R. ... laminate. Mechanics of Advanced Materials and Structures, in press. [24] Li VC, Wang Y, Backer S.

  4. doi:10.1016/j.compositesa.2004.10.024

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/187.pdf
    9 Dec 2004: 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. ... Composites 1993;24(6):467–74. [5] Cui W, Wisnom MR, Jones M. A comparison of failure criteria to.

  5. doi:10.1016/j.euromechsol.2003.11.006

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/169.pdf
    25 Mar 2004: E (nJ nI )E0. 2 f(. 24(ε)25P. (1 (nI nJ )2. ) ... 24(ε)2. 5P 2P. 3. ). (34). The operation of a single 90 switching system produces a change in both remanent strain and polarization.

  6. doi:10.1016/j.jmps.2004.01.005

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/158.pdf
    19 May 2004: 22.96 22.597.64 40.58 35.72 32.93 29.85 27.80 24.12 23.16 21.50 20.60 20.2610.20 38.87 34.32 ... 23.45 23.0410.00 38.85 34.32 31.76 28.95 27.32 25.30 24.89 23.82 23.10 22.80.

  7. doi:10.1016/j.msea.2004.03.051

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/170.pdf
    13 Aug 2004: σpc = 24.2Gtρ̄3, (12). and for honeycombs made from a parent material with alinear hardening modulus. ... σpc. σy= Ē[24.2ρ̄. 3 3ρ̄εy] 3ρ̄3 Ēεy(2ν 1). (13). 4.3. Comparison with measurements.

  8. doi:10.1016/j.scriptamat.2004.02.015

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/175.pdf
    27 Mar 2004: Scripta Materialia 50 (2004) 1335–1339. www.actamat-journals.com. Material selection in sandwich beam construction. Craig A. Steeves, Norman A. Fleck. Cambridge University Engineering Department, Trumpington Street, Cambridge CB2 1PZ, UK. Received

  9. e ele-of thetionles, iscretetainedpe of inuum Akke S. J. ...

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/153.pdf
    1 Jul 2004: is satisfied!, the initial contact friction angle is incremented to thactual contact friction angle, which here equalsf c5 24 deg. ... J. Numer. AnalMeth. Geomech.,24, pp. 265–279. @18# Suiker, A. S. J., de Borst, R., and Chang, C.

  10. indent15.dvi

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/157.pdf
    30 Mar 2004: sin µ µ cos µ. ), (24). where it is convenient to replace λ by the normalisation µ kλ. ... and 24 as:. u(0) =4d. Lk. (1 cos µ µ sin µ.

  11. International Journal of Fracture 125: 1–32, 2004.© 2004 Kluwer ...

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/159.pdf
    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.

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