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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.

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

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.

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

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.

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.

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

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.

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

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.

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.

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.

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.

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

2 Feb 2005: An analysis of the deployment of the array was done using ProMechanica and compared to video footage taken of deployment tests.

6 Nov 2007: Experiments, including Tension, bending and torsion tests are performed to characterise the behaviour of PP/Glass laminated composite.

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.

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

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

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.

10 Feb 2003: For these tests, the strip was modelled in ABAQUS. The dimples were induced by applying compressive prestress in the strip at the location of the dimples.

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.

19 Feb 2008: K. and Pellegrino, S. (1991). The Pantographic Deployable Mast: design, structural performance and deployment tests.

11 May 2006: TOP SIDE. Figure 11. Test piece drawing (dimensions in mm). 7 of 12. ... First test-piece (a) hung for display (b) showing connectors at the back.

5 Apr 2007: American Institute of Aeronautics and Astronautics. V. Compression Tests. Compression tests on thin composites are notoriously difficult, as the failure mode of interest is fibremicrobuckling but other test-dependent failure modes ... Instron cross head.

18 May 2007:  (10). V. Verification Test Cases. V.A. Experimental Validation of Viscoelastic Subroutine. ... The structure was inflated five times to a very small differential pressure before the test series started.Additionally, two tests were carried out

6 May 2004: Bending Tests. The aim of the bending test is to determine the smallest radius of curvature that a particularspecimen will survive without failing. ... When this happens, the test has to be repeated with a shorter specimen.

21 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.

27 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.

17 Feb 2006: Displacement (mm). Fo. rce. (N. ). Test. Abaqus. Figure 12: Response to horizontal tip loads. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Figure 13: Response to vertical tip loads.

18 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.

11 May 2006: To establish some facts about thebehaviour of TWF, Section III shows the results of some representative tests on flat, rectangular plates andon narrow strips. ... The specimens were clamped to a rigid support at one end and were held parallel and close

10 Sep 2003: We allknow that engineers should have a knowledgeof economics, but Phillips made an enormouscontribution and showed that economists couldlearn much from engineering!

5 Apr 2001: Deployment. tests carried out on this structure, with two different packaging schemes have confirmed that. ... only for a limited set of test cases it was possible to achieve full convergence.

18 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.

14 Mar 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7.

2 Feb 2006: the existence of intermediate configurations where the path bifurcates. In this paper, we aim to developa simple and yet efficient analysis scheme that enables a designer to test for the existence

22 May 2003: Fi-nally, test solutions obtained for various cable configurations willbe compared to that of time domain and conclusions drawn. ... 6 Copyright c 2003 by ASME. Test Data Units Cable 6 Cable 7.

7 Jul 2004: The measurements from two nominally identical tests, both beginning with the rotation set. ... Table 3.1: Parameters for Schultheiss (2003) deployment test. Root Hinge Panel-Panel Hinge.

27 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

29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads.

10 Jan 2004: differences. A series of test cases are presented, whose results agree with previously. ... plates. An initial example is investigated to test the optimization code, written in Matlab.

12 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.

17 May 2005: Packaging. Displacement controlled static packaging tests werecarried out vertically in an INSTRON testing machine. ... Fig. 14 Localization of deformation in the verticalpackaging test. The finite element simulation results for Config VIII–

17 Apr 2007: A n m. 1.82 104 1.63 -0.925. 3.2 Shear Test Data Option. ... Another possibility is to use the viscoelastic command in conjunctionwith shear test data, in order to generate a viscoelastic model based onexperimental data from either creep or relaxation

10 Apr 2007: In the case of a uniaxial test in the machine direction the effective stress reduces to σ̄ef f = σ1.Similarly A22 can be found from uniaxial tests in the transverse direction. ... 1Cathey, H.M. Test flights of the NASA ultra-long duration balloon.

17 Feb 2004: contour plot. Figure 18 shows this plot for experimental test case 3, where the. ... Test case 1/κ2x 1/κ3x 1/κ5y 1/κ3x′. (mm) (mm) (mm) (mm). 1Test.

21 Mar 2001: 5 Packaging and Deployment Tests 345.1 Zig-Zag Folding. 365.2 Wrapping. 375.3 Folding Machine. ... Figure 4.7: Hub connection between hub and membrane. Chapter 5. Packaging and Deployment Tests.

14 Feb 2003: Twotypes of vibration tests were carried out: (i) a linearidentification test using slow sine sweep and constantsine excitation, and (ii) a nonlinear identification testusing slow sine sweep excitation. ... A Polytec PSV300scanning laser vibrometer was

27 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