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Design & Manufacture of Stiffened Spring-Back Reflector…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf17 May 2005: To prevent distortions undergravity and to provide a stiff attachment point, thehub of diameter 200 mm was also reinforced. ... 0 40 80 120 160 200 240 2800. 0.05. 0.1. 0.15. -
Discussion: Laboratory measurement of strength mobilisationin kaolin: …
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf28 Nov 2013: Thesetrends have been supported by larger datasets includingover 200 vane shear test (VST) data and over 200 la-boratory strength data (Mayne, 2012). -
E:CURRENT_WORKSPRING-BACK REFLECTORPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/springback.pdf27 Mar 2000: Note that the stresses in the wholeof the reflector, apart from two small regions near the cuts in the skirt that open out, are wellbelow 200 N/mm2. ... 50. 100. 150. 200. 250. 300. 350. 400. 2 cuts. 4 cuts. -
C i V i L e n g I ...
www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf22 Mar 2010: What do you think?If you would like to comment on this paper, please email up to 200 words to the editor at journals@ice.org.uk. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf12 Jul 2007: The ratios of steel required from SLS to ULS condition varies with the loading regime and could be in the order of 100 to 200% for some cases. -
D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf22 Mar 2002: 0 200 400. 0. 1. 2. 3. x (mm)CrestTroughTransition. (1-5). (6)(7). ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d). -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: 7000.758 28,500 89,2000.746 32,500 91,0000.730 35,200 92,9001.074 47,300 13,50000.796 31,500 90,5000.796 31,200 -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: 0 40 80 120 160 200-200. 0. 200. 400. 600. 800. ... 18. 0 40 80 120 160 200-200. 0. 200. 400. 600. -
sb340207 169..180
www-civ.eng.cam.ac.uk/cjb/papers/p34.pdf9 Nov 2001: 200 m. 005 m 097 m 075 m 075 m. SY-6Y-8M-10Inv T-10. ... 200. 100. 150. 50. 00 025 05 10075 125 15. (yms – δ0): m. -
162_full
www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf26 Mar 2010: Results are shown for steel with yield strengths of 250 and 500 MPa (Young’s modulus 200 GPa and cross sectional area 5.3 mm2).
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