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www-civ.eng.cam.ac.uk/cjb/papers/cp73.pdf26 Mar 2010: inside the scanner; the whole beam was scanned in 70 mm lengths with about 20 mm overlap. -
FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...
www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf26 Mar 2010: they were 20 years ago and they are significantly higher than they were expected to be. ... Although beams can be analysed with elastic reinforcement the behaviour remains complex, so most formulae rely on analogues with the steel codes [20]. -
Proceedings of the Institution ofCivil EngineersStructures and…
www-civ.eng.cam.ac.uk/cjb/papers/p67.pdf19 Mar 2010: Composite materials have been considered for use in structures. for more than 20 years. ... 20. 15. 10. 5. 0. Freq. uenc. y. 10 05 0 05 10. -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp69.pdf27 Mar 2010: The specimen was initially stressed to 20% of the ultimate strength of tendons (120 kN each) twenty-two days after casting to allow the beam to be moved from the casting -
700005 1..14
www-civ.eng.cam.ac.uk/cjb/papers/p61.pdf22 Mar 2010: L2. 2. 3L2. 2. 5L2. 2. 7L2. 20 0 0 0 0 0. ... 100. 80. 60. 40. 20. 0. Load. : kN. /m2. 0 005 010 015 020.
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