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  2. Concrete Bridge Assessment Using Plastic Collapse Analysis

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/
    29 Feb 2000: Values ranged from 0.87 in test A2 to 1.33 in test C2, with the range being between 1.04 and 1.33 for the first 11 tests. ... Hudson tests. Kite tests. Collins tests. Antill tests. Test No. H1.
  3. Results that match 1 of 2 words

  4.  

    www-civ.eng.cam.ac.uk/dsl/movies/index.html
    19 Feb 2008: Movies. Royal Institution 2003 Lecture. 35.6MB). 15.8MB mpeg). Gravity Compensation System. deployment sequence (3.9MB Quicktime movie). details (3.3MB Quicktime movie). Offset Collapsible Rib-Tensioned Surface (CRTS) Reflector. (4.4MB avi). Solid
  5. Cam Middleton: Research

    www-civ.eng.cam.ac.uk/struct/crm/research.html
    3 Nov 2010: These tests have included a series of half-scale beam-and-slab bridge tests funded by EPSRC and the Highways Agency and 20 scale models of concrete bridges.
  6. CUED home page - W Huang: behaviour.html

    www-civ.eng.cam.ac.uk/dsl/sma/behavior.html
    21 Jul 1998: DSC tests;. tension tests at different constant temperatures;. tension tests with different strain rates;. ... Phenomenological constitutive model. A phenomenological constitutive model based on two kinds of tests (the standard tension test, carried out
  7. 22 Dec 2011: This has included a large number of model tests in the Structures Laboratory in order to validate the theoretical models. ... loads. He conducted an experimental program on several model specimens to test the validity of various analysis techniques.
  8. Chris Morley

    www-civ.eng.cam.ac.uk/struct/ctm/publications.html
    30 Nov 2007: ACI Structural Journal, 89(1), 13-19. 1992 A design-build-test project on bridge erection. ... 1992 A design-build-test project on bridge erection. In 'Education for Structural Engineering', ed.
  9. CUED home page - W Huang: report1.html

    www-civ.eng.cam.ac.uk/dsl/sma/report1.html
    21 Jul 1998: These tests are the standard tension test, carried out at different constant temperature, and the thermal cycling test under different constant loads. ... Two additional tests are carried out, the Differential Scanning Calorimeter test, which determines
  10. Concrete Bridge Assessment Using Plastic Collapse Analysis…

    www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/plaintbl.html
    12 Aug 1998: Hudson tests Kite tests Test No. H1 H2 H3 H4 K1 K2 K3 K4 Ptest (kN) 29.2 28.3 27.9 19.0 23.4 23.5 24.1 ... 1.05 1.18 1.28 Collins tests Antill tests Test No.
  11. thesis

    www-civ.eng.cam.ac.uk/dsl/sma/thesis.html
    21 Jul 1998: Torsional tests, thermal cycling under different torques, and normal tension and thermal cycling tests were carried out on Nitinol bar with diameter of 6.5 mm. ... We present a phenomenological model which is based on tension test, carried out at
  12. 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.
  13. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 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.
  14. CUED Bridge Research

    www-civ.eng.cam.ac.uk/brg/brg.htm
    27 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.
  15. CUED home page - W Huang: actuator.html

    www-civ.eng.cam.ac.uk/dsl/sma/actuator.html
    21 Jul 1998: Several tests were carried out on this one-way actuator, both in the one-disk and three disk configurations. ... Working torques used in the test varied from -0.2 Nm to 0.62 Nm.
  16. CRTS Reflectors

    www-civ.eng.cam.ac.uk/dsl/research/af/gcs.html
    25 May 2001: Every space structure must undergo an extensive ground validation test program to ensure in-orbit reliability and performance in space. ... In order to obtain reliable predictions for the behaviour of a structure in space, it is therefore necessary to
  17. Tyge Schioler, University of Cambridge

    www-civ.eng.cam.ac.uk/dsl/Schioler/research/array.html
    2 Feb 2005: An analysis of the deployment of the array was done using ProMechanica and compared to video footage taken of deployment tests.
  18. CUED home page - W Huang: behaviour.html

    www-civ.eng.cam.ac.uk/dsl/research/ki206/bistable.html
    6 Nov 2007: Experiments, including Tension, bending and torsion tests are performed to characterise the behaviour of PP/Glass laminated composite.
  19. New Document

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/photos.htm
    14 Aug 2001: Video image from centrifuge test of DNAPL. migration in sloping sand layers. ... test of LNAPL migration in sloping sand layers. Contours of LNAPL concentration.
  20. Publications / Presentations

    www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html
    7 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
  21. Welcome to the Cambridge Geotechnical Group

    www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_remediation/text.htm
    27 Jun 2008: Future tests will address the effect of rate limited mass transfer from NAPL phase to vapour phase. ... The effect of surfactant delivery method on the efficiency of surfactant enhanced dissolution remediation is investigated from batch scale to
  22. Welcome to the Cambridge Geotechnical Group

    www-civ.eng.cam.ac.uk/geotech_new/research/earthquakes/boundary/text.html
    27 Jun 2008: At present, all earthquake tests carried out at Cambridge use one of two "equivalent shear beam" (ESB) model containers of the latter type.

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