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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

14 Oct 2003: PILE BUCKLING IN A CENTRIFUGE TEST. Dynamic centrifuge tests were carried out at Cambridge Geotechnical Research Group to verify if. ... stiffness. Table 2: Summary of the centrifuge tests. Test ID Pile ID.

3 Aug 2011: tests:. 1. estimation of preconsolidation stresses of crust samples;2. investigation of the compression and unloading behaviour. ... dometer tests, it is not explicitly known when the majority ofthe pellet crushing occurs.

21 Jul 2008: Test programmeA total of five tests were carried out, two on kaolin and. ... the actuator was modified to eliminate friction within thevertical guides. The results of test WA1, which are typicalof these tests, are plotted in Fig.

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–

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.

17 Aug 2001: Photographs. were taken during the model preparation, before and after each centrifuge test. ... centrifuge test. ACC 1572 however registers some movement of the transducer in the.

29 Nov 2013: 5.Robertson (2000) tried single-particle-crushing (SPC) tests fordifferent stiffness – bond strength ratios. ... By comparing theslope of the force – strain graph between the SPC test and.

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.

26 Mar 2005: A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted thelimiting condition as the critical span.