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Displacement control is a critical indicator of foundation design.
As of present, fatigue life testing of elastomers in displacement control is extensively utilized in academic research and industry.
Additionally, the initial crack length required to produce a stable crack growth under displacement control is studied for various material orthotropies.
The results of the case study show that the proposed method can be as effective as other strategies, as far as displacement control is concerned.
A path following procedure in displacement control is employed to compute the stability points and the post-buckling response of the given model.
In this paper, the flexural cracking behaviour of plain concrete prisms subject to monotonic and cyclic loading regimes under displacement control is tested experimentally and modelled numerically.
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Displacement control was adopted in the experiment.
In both tests, displacement control was imposed.
Loading cycles with displacement control were applied as this allows analysis beyond the ultimate load where the load at the maximum strain was recognized from the load displacement curve.
For edge-load testing, the cup-block unit was oriented with the 'lateral' side facing up, and a ramping load under displacement control was applied with the indenter to the center and most dorsal aspect of the truncated lateral face of the acetabular cup at 1 mm/sec.
In addition, displacement feedback (DF) control is studied.
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