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Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: A physicalmodel is built to analyse the feasibility of the concept and to test various deploy-ment schemes. ... A physicalmodel is built to analyse the feasibility of the concept and to test various deploymentschemes. -
CUED Bridge Research Projects: Strength Assessment of Concrete Bridges
www-civ.eng.cam.ac.uk/brg/cobras/30 Sep 2002: However, experiments and full-scale load tests confirm that bridges are often able to carry loads well in excess of the theoretical capacity calculated using this approach. -
Publications / Presentations
www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html7 Mar 2002: Environmental Geotechnics. 29. M.C Barbosa, R J Lynch,. and J.D McKinley, "Migration of aqueous acetone and potassium chloride through kaolin: minidrum centrifuge test CBLC1", Cambridge University Engineering Department Technical ... imaging techniques -
CUED Bridge Research
www-civ.eng.cam.ac.uk/brg/brg.htm27 Sep 2002: This involves looking at the effect of uncertainty in non-destructive test methods on the decisions made with relation tobridge safety and also on bridge maintenance and repair actions. -
D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 Jan 2002: A summary of allthe test results and analytical predictions is given in Table 1. ... The test results for the overall stiffness of thehinge in each component direction can be seen in Figure 7. -
D:\Current_work\Stiffened Springback ESTEC\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf27 Aug 2002: 2.5. 3. 3.5. 4. 4.5. FE simulation. Displacement (mm). For. ce (. N). Test 1. Test 2. Figure 8: Comparison of two tests on Config-uration A dish with ... Test 2. Figure 9: Comparison of two tests on Config-uration B dish with FE analysis. -
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: Theexperimental results presented in this reference are avery valuable benchmark against which to test new so-lutions. ... Comparison with Sewall’s Experiment. The third test case was based on one of the tests re-ported in Ref. -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: 2.5. 3. 3.5. 4. 4.5. FE simulation. Displacement (mm). For. ce (. N). Test 1. Test 2. Fig. 13 Comparison of two tests on ConfigurationA dish with FE analysis. ... Test 2. Fig. 14 Comparison of two tests on ConfigurationB dish with FE analysis. -
D:\Current_work\CRTS Reflectors\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf27 Aug 2002: This was probably due to the damage mentioned above. This test confirmed a conclusion already reached in [8], that an advantage of this packaging scheme is that themembrane provides a useful ... The expected root-mean-square surface error ofthe -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: To cross-head. To baseof Instron. Figure 5.2: Kxx test set-up. Prediction of Rolamite Stiffness. ... ess. N/m. m2. E=13200. Figure 5.10: Stiffness test on coated wire used in hinge. -
D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf22 Mar 2002: thickness of the membrane. Values between 1% and100% of the thickness have been used, considering dif-ferent imperfection magnitudes to test the sensitivityof the predicted response. ... Note that all of these modes closely resemble theexpected wrinkled -
C:\Documents and Settings\Administrator\My…
www-civ.eng.cam.ac.uk/dsl/publications/Reflector2002.pdf14 May 2002: This test confirmed a conclusion already reached bySeffen et al. (2000), that an advantage of this packagingscheme is that the membrane provides a useful couplingbetween the motion of the ribs.
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