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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.

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.

19 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.

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.

18 May 2005: and specific in situ test results. This thesis identifies and, where possible quantifies, the.

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.

22 Mar 2010: Test No. No. of Tests Temperature. (-C). Time Duration. (h). TTSP70-01 2 25 16. ... TTSP70-05 2 100 8. Table II Testing procedure for70% ABL. Test No.

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.

13 Nov 2003: The experimental tests demonstrated that reinforced concrete beam-and-slab decks might be capable of carrying additional load beyond this point. ... Post-test NLFE analyses were also carried out using more rigorously defined tension stiffening curves as

17 Apr 2001: The work carried out on this test specimen included the preliminary analysis, its construction and assembly, and a series of tests performed during both the non-composite and the composite stages. ... An advanced three-dimensional finite-element model of

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.

27 Oct 2004: The test series. involved 4 saturated tests and their general configuration is presented in Table 1. ... Figure 6 shows. the post-test observations for tests BG-02 and BG-03.

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.

10 Nov 2003: A series of tests on reinforced concrete continuous deep beams was performed to aid in the development of such models. ... Present codes of practice (ACI 318-89 and CIRIA Guide 2) for continuous deep beams showed little agreement when compared to test

7 Nov 2003: Modal tests are carried out on the mast to establish the variation of modal parameters with prestress levels, input force amplitudes, and gravity orientation. ... The dynamic model is validated against the experimental observations from the modal tests.

13 Nov 2003: Tests on the length and shape accuracy of the mast have also been performed and recorded. ... Collectively, these tests showed some important characteristics of the proposed mast.

23 Sep 1998: To provide a basis against which such theoretical models could be validated, a series of tests on concrete prisms, with and without steel reinforcement, and strip-loaded through rigid plates, was ... The method was shown to be capable of predicting both

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.

27 Jan 2009: The sand used in all these tests was dry. Leighton Buzzard sand 52/100 (nominal grain size 0.225mm) was used for one of these test. ... tables 6,8 and 10a,b, for tests AM-1,AM-2 and test AM-3 respectively.

10 Nov 2003: A series of full-scale tests has been carried out on three double-layer square-on-square space trusses including two non-composite and one composite truss. ... A series of tests was also carried out on CSF nodes and splices in order to develop a