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doi:10.1016/j.ijsolstr.2007.02.015
www-mech.eng.cam.ac.uk/profiles/fleck/papers/271.pdf10 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. -
doi:10.1016/j.ijsolstr.2008.03.017
www-mech.eng.cam.ac.uk/profiles/fleck/papers/243.pdf10 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. -
doi:10.1016/j.ijmecsci.2007.07.007
www-mech.eng.cam.ac.uk/profiles/fleck/papers/233.pdf10 Aug 2009: t 1.2 Roller R 9 0.10 0.39 0.24 0.26Flat bottom a 5 0.11 0.4 0.26 0.27Flat bottom a 15 0.13 -
A mathematical basis for strain-gradient plasticity theory. Part II…
www-mech.eng.cam.ac.uk/profiles/fleck/papers/254.pdf10 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}. -
Compressive response of a sandwich plate containing a cracked…
www-mech.eng.cam.ac.uk/profiles/fleck/papers/265.pdf20 Jun 2009: Local CompressiveFailure. Local Buckling0.24. 0.82. 2lσCSΣ. Ht l2. σ CS. σ TS.
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