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  1. Results that match 1 of 2 words

  2. doi:10.1016/j.ijsolstr.2008.03.017

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/243.pdf
    10 Aug 2009: coated, weak bond 3.47 0.76 0.122 24.0–52.7 0.021 0.19–0.43PU2 coated, strong bond 3.55 0.98 0.122 ... 0.58 0.095 24.9–48.6 0.023 0.20–0.39.
  3. doi:10.1016/j.scriptamat.2006.12.035

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/272.pdf
    10 Aug 2009: Δτ / τp= 0.20(no failure). 0.220.24. Δτ / τp= 0.29(no failure).
  4. The dynamic response of clamped rectangular Y-frame and corrugated…

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/246.pdf
    8 Aug 2009: European Journal of Mechanics A/Solids 28 (2009) 14–24. Contents lists available at ScienceDirect. ... Rubino et al. / European Journal of Mechanics A/Solids 28 (2009) 14–24.
  5. Compressive response of a sandwich plate containing a cracked…

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/265.pdf
    20 Jun 2009: Local CompressiveFailure. Local Buckling0.24. 0.82. 2lσCSΣ. Ht l2. σ CS. σ TS.
  6. doi:10.1016/j.ijsolstr.2007.02.015

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/271.pdf
    10 Aug 2009: Received 16 November 2006; received in revised form 24 January 2007Available online 13 February 2007. ... 0. 6. 12. 18. 24. 30. 0 0.2 0.4 0.6 0.8.
  7. QuintanaFleck-Text-version3

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/266.pdf
    25 Mar 2009: 24,25] with emphasis on crack propagation. They. 3 Classical continuum theory is well-suited for situations where the variations. ... Int. J. Solids Struct. 8(3): 327-346. [24] Antipov YA, Kolaczkowski ST, Movchan AB, Spence A (2000) Asymp-totic analysis
  8. 1 spsFsea c�clhchhh atscnhp r Jsb J Downlo F. ...

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/244.pdf
    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%.
  9. C:/Documents and Settings/Martin Idiart/My Documents/Papers/Size…

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/262.pdf
    7 Feb 2009: N 3. ]. (24). Predictions for the normalized torque versus twist, as given by (21), are shown in.
  10. A mathematical basis for strain-gradient plasticity theory. Part II…

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/254.pdf
    10 Jul 2009: D (rID) (Q Dij ; tDijk). (More precisely, {(Qij,tijk)} has 24 dimensions but theincompressible constraint permits restriction to the 20-dimensional subspace {(Qij,tijk):Qjj 0,tjjk 0}.
  11. 1 ppGstfcwflcechtmmMoi tbtmtstqs oQ JrR J Downlo I. Quintana ...

    www-mech.eng.cam.ac.uk/profiles/fleck/papers/240.pdf
    27 Jul 2009: 1. ppGstfcwflcechtmmMoi. tbtmtstqs. oQ. JrR. J. Downlo. I. Quintana Alonso. N. A. Fleck1e-mail: naf1@cam.ac.uk. Department of Engineering,Cambridge University,. Trumpington Street,Cambridge CB2 1PZ, UK. The Damage Tolerance of aSandwich Panel

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