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www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf
www-civ.eng.cam.ac.uk/cjb/papers/cp20.pdf11 Aug 2003: -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf20 Dec 2001: The test was continued until snapping of the spiral occurred. For circular concrete specimens with a single spiral, tests were made at 8 days, 15 days and 28 days to obtain ... CONCLUSIONS Concentric compression tests on short AFRP spirally-confined -
021003_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp89.pdf26 Mar 2010: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center oven (Fig. ... 160oC. Each test was repeated three times, giving a total of 72 tests. -
Ground Improvement of Organic Soils Using Wet Deep Soil Mixing
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Hernandez-Martinez.html11 Jul 2006: This is achieved by conducting a series of unconfined compression tests in wet-soil mixed specimens prepared both mechanically and using a laboratory-scale auger-mixing equipment. -
Characterisation of long term behaviour of polyester fibres and fibre …
www-civ.eng.cam.ac.uk/cjb/papers/cp82.pdf27 Mar 2010: Therefore long-term creep of ropes is a subject of interest. However, few long-term creep tests have been performed in literature, as this kind of test is costly. ... temperature (the initial strain value is determined by performing tensile tests for -
Welcome to the Cambridge Geotechnical Group
www-civ.eng.cam.ac.uk/geotech_new/research/environment/pollution_migration/text.htm27 Jun 2008: Centrifuge tests, simulating the one-dimensional consolidation of, and contaminant migration from, a mineral waste site were conducted and a two dimensional finite element program has been developed to simulate the -
Observation of flexural cracks in loaded concrete beams using ...
www-civ.eng.cam.ac.uk/cjb/papers/p52.pdf24 May 2005: the study to avoid damaging the RF probe. Experimental apparatus. The test beam. ... Tests showed. that eight-yarn bars had a tensile strength of 2380 MPa. -
FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 Apr 2011: Double-shear pull tests and single-shear pull tests have been the most popular test methods, as a result of their simplicity (Chen et al., 2001). ... Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test. -
A fracture-mechanics model for debonding of external fibre reinforced …
www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf25 Aug 2006: whether these shear lap tests actually simulate the debonding mechanism of real beams. ... RILEM Report 5, Fracture Mechanics Test Methods for Concrete, RILEM, International Union of Testing and Research Laboratories for Materials and Structures, London, -
DVIWindo paper_IUTAM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/bistabletubes.pdf19 Oct 1999: a) Tension test. 0 0.01 0.02 0.030. 5. 10. 15. 20. ... 25. x (1/mm). Mx. per. unit. wid. th (. kN). (b) Bending test. -
Candidate’s name: Francesca C
www-civ.eng.cam.ac.uk/abstract/lea.abs.pdf18 May 2005: and specific in situ test results. This thesis identifies and, where possible quantifies, the. -
Paper Format Guidelines
www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf30 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. -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/hicksabs.htm10 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 -
10853_2008_3032_43_22-web 7091..7101
www-civ.eng.cam.ac.uk/cjb/papers/p64.pdf22 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. -
CUED Structures Group Theses - Kuang
www-civ.eng.cam.ac.uk/abstract/jskabs.htm10 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 -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 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. -
Microsoft PowerPoint - mritalkgreece
www-civ.eng.cam.ac.uk/cjb/papers/cp88.pdf26 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. -
Department of Engineering - Bridge Research Group - People
www-civ.eng.cam.ac.uk/brg/people.html22 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. -
CUED Structures Group Theses - Lees
www-civ.eng.cam.ac.uk/abstract/jmlabs.htm10 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 -
Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/apdabst.htm10 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
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