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  1. Results that match 1 of 2 words

  2. Candidate’s name: Francesca C

    www-civ.eng.cam.ac.uk/abstract/lea.abs.pdf
    18 May 2005: and specific in situ test results. This thesis identifies and, where possible quantifies, the.
  3. Paper Format Guidelines

    www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf
    30 Mar 2010: 16]. Kevlar 49 and Technora yarns, available in reel forms, were used for all tests. ... Stress-limits proposed by various researchers. CREEP TESTS ON ARAMID FIBRES. RESULTS AND DISCUSSION.
  4. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/hicksabs.htm
    10 Nov 2003: correlation with the new experimental results as well as data from 90 push tests conducted elsewhere. ... Two specific longitudinal splitting modes were experienced in the new tests, which were strongly influenced by the arrangement of the stud connectors
  5. 10853_2008_3032_43_22-web 7091..7101

    www-civ.eng.cam.ac.uk/cjb/papers/p64.pdf
    22 Mar 2010: Test procedures. Yarns tested. All the tests described here were carried out on 1000 fila-. ... test results to be compared. A preliminary series of tests was performed on a tensile.
  6. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/jskabs.htm
    10 Nov 2003: The method is less empirical and the predictions show good agreement with a wide range of test results from various sources. ... The proposed method for predicting the punching shear strength of laterally restrained slabs is shown to give good
  7. Microsoft PowerPoint - mritalkgreece

    www-civ.eng.cam.ac.uk/cjb/papers/cp88.pdf
    26 Mar 2010: Test beam inside scanner. • Test frame must be non-magnetic. • ... RF probe. Loading jacks. Reaction frame. Watertank. Beam. Forming composite structure image Test procedure• Water tank filled• Beam loaded by external hydraulic.
  8. 10853_2006_1360_42_8-web 2867..

    www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf
    10 Sep 2008: In addition to the tests carried out in this pro-. gramme, additional test data was available from ICI. ... and additional weight was given to the control tests, for. which more test data was available.
  9. 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.
  10. CUED Structures Group Theses - Lees

    www-civ.eng.cam.ac.uk/abstract/jmlabs.htm
    10 Nov 2003: Preliminary development work was required to determine a means of pre-tensioning the FRP tendons and to elucidate the parameters to be used in the design of the main experimental test ... In the main test series pre-tensioned concrete beams were cast
  11. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/apdabst.htm
    10 Nov 2003: The modal parameters are identified through the use of a numerical model verified by modal tests that have been carried out on the actual structure. ... The system has been successfully demonstrated on the test structure in which disturbances are
  12. A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf
    17 Aug 2001: This report describes the test methods and presents the results of the tests in all threesoil types tested. ... l the usefulness of results obtained in drained penetrometer tests, which fail to show cleartrends compared with undrained penetrometer test
  13. www-civ.eng.cam.ac.uk/cjb/papers/cp23.pdf

    www-civ.eng.cam.ac.uk/cjb/papers/cp23.pdf
    11 Aug 2003:
  14. frprcs9Final00123

    www-civ.eng.cam.ac.uk/cjb/papers/cp84.pdf
    26 Mar 2010: 5 COMPARISONS WITH TESTS: PLATE END DEBONDING 5.1 Plate end interface crack induced debonding. ... The analysis of other test data also shows similar results validating the present analysis [4].
  15. 8 Apr 2011: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the
  16. 021004_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf
    26 Mar 2010: A test plan of all creep tests carried out is given in Table 1. ... Some creep tests, for example test CCTK-70-01 (Fig. 6), had to be discarded, because slip events were observed.
  17. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 Jul 2007: Load. (kN. ). Test. Predict. Load-dis. profile - C3-20-75-20-125. 0. 200. ... Test. Predict. (a) (b). Load-dis. profile - C3-30-75-20-125. 0. 200.
  18. 161_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp73.pdf
    26 Mar 2010: The reinforcement used in the cylinder tests was made from Kevlar 49 aramid yarns [15]. ... The test frame was made from nylon bars and polycarbonate sheet, with twisted aramid yarns as the tension elements.
  19. 10853_2008_2676_43_14-web 4789..4800

    www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf
    22 Mar 2010: the question remains about repeatability. To test this, tests. Table 4 Creep gradient values at each temperature step of SIM70-01-01. ... times of SIM tests at 70 and 50% ABL, respectively. Figure 21 shows stress-rupture test data obtained from.
  20. CENTRIFUGE MODELING FOR BLAST STUDIES Wipawi Vanadit-Ellis US Army ...

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/MABSPaper.pdf
    18 Oct 2017: Figure 5. Scaled model of an earthen embankment dam and post test results (VBIED). ... 2005. Centrifuge Tests of Concrete Gravity Dams Subjected to Hydrostatic and Uplift Forces.
  21. The use of MRI to observe fractures in concrete ...

    www-civ.eng.cam.ac.uk/cjb/papers/p50.pdf
    24 Feb 2005: Tests are also. reported for a pull-out specimen in which the images. ... Concrete. Aramid reinforcement. Concrete specimens. Compression tests to generate fractures. Pull-out specimens.

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