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1 - 10 of 15 search results for KaKaoTalk:ZA31 24 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 15 match some words.

  1. Results that match 2 of 3 words

  2. jbmr0811763 1808..1818

    www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf
    19 Mar 2010: measurement in the biopsy samples, and there was nosignificant effect of case-ness (n = 39, r2adj = 0.24). ... J Bone Joint Surg Am58:82–86. 24. Carter DR, Hayes WC 1977 The compressive behavior ofbone as a two-phase porous structure.

  3. Proceedings of the Institution ofCivil EngineersStructures and…

    www-civ.eng.cam.ac.uk/cjb/papers/p67.pdf
    19 Mar 2010: Reinforcement. Norway, 1998, STF 22A98741 Report. 24. DIN 53768. Extrapolation Method for the Prediction of the. ... J. M. Miner’s rule with. respect to plain concrete. Heron, 1979, 24, No.

  4. 10853_2008_2676_43_14-web 4789..4800

    www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf
    22 Mar 2010: G. N. C. Alwis Æ C. J. Burgoyne. Received: 29 December 2006 / Accepted: 24 April 2008 / Published online: 24 May 2008. ... Test number Rupture times in years. SIM50-01-01 24,329. SIM50-01-02 20,434. SIM50-02-01 12,359.

  5. Time-Temperature Superposition to Determinethe Stress-Rupture of…

    www-civ.eng.cam.ac.uk/cjb/papers/p57.pdf
    22 Mar 2010: However, Ericksen [24] carried out creep tests on Kevlar-49 fibres at differenttemperatures. ... filaments. J. Compos. Mater. 18, 312–338 (1984)24. Ericksen, R.H.: Creep of aromatic polyamide fibres.

  6. 10853_2008_3032_43_22-web 7091..7101

    www-civ.eng.cam.ac.uk/cjb/papers/p64.pdf
    22 Mar 2010: C. Alwis. Received: 29 December 2006 / Accepted: 30 September 2008 / Published online: 24 October 2008.

  7. Fracture Mechanics of Plate DebondingP. M. M. Achintha1 and ...

    www-civ.eng.cam.ac.uk/cjb/papers/p59.pdf
    22 Mar 2010: Fracture Mechanics of Plate DebondingP. M. M. Achintha1 and C. J. Burgoyne2. Abstract: This paper presents a fracture mechanics model to determine the load at which FRP plates will debond from reinforcedconcrete beams. This will obviate the need for

  8. frprcs9final00067

    www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf
    26 Mar 2010: The stress steps were chosen to give failure after about 24 hours so that a daily cycle of tests could be performed.

  9. 021004_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf
    26 Mar 2010: 0 500 1000 1500 2000 250020. 22. 24. 26. 28. 30.

  10. 161_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp73.pdf
    26 Mar 2010: However, the water in concrete becomes bound as hydration proceeds. Figure 2 shows two images of the same sample; that after 8 hours shows less clarity and after 24 hours the

  11. FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...

    www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf
    26 Mar 2010: External prestressing tendons were one of the first applications envisaged for advanced composites [24] and remain the major application for which FRPs are most suitable. ... 24] Burgoyne C.J. and Chambers J.J., “Prestressing with Parafil Tendons”,

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