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1 - 4 of 4 search results for b&b |u:www-civ.eng.cam.ac.uk

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  2. Direct tension test to simulate bond behaviour between FRP plate and…

    www-civ.eng.cam.ac.uk/cjb/papers/cp87.pdf
    27 Mar 2010: b b b b. tg=5. hg=14hf=12. tf=1. 2. tg=5. hg=14hf=12. tf=1. ... 2. Bond 1-Section A-A Bond 2&4-Section A-A Bond 3-Section A-A Bond 5-Section A-A All specimens-Section B-B.

  3. Bolton_DFI_2010_keynote_lecture_preprint

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf
    3 May 2010: b) Work done per unit length of wall Figure 5 Unit work calculations. ... L=20, 25, 30, 35 and 40m. B/2=15, 20, 25 & 30m.

  4. 10853_2008_2676_43_14-web 4789..4800

    www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf
    22 Mar 2010: perature step ðBÞ can be found by two methods:. (a) by adding the thermal contraction, so B B þ B0B00,or. ... adjusted value, B:. Based on these results it was decided to have a minimum.

  5. 700005 1..14

    www-civ.eng.cam.ac.uk/cjb/papers/p61.pdf
    22 Mar 2010: 19. Strips a–a and b–b are parallel to. the x- and y-axes respectively, while u–u and v–v areat 458. ... To these must be added. the moments from a–a and b–b to give the total.

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