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The model test shows that the maximum stress in the joint is less than the material allowable stress and the maximal stress induced from the secondary moment accounts for about 30% of the total stress.
Presenting a full model has several advantages: (1) The full model test shows whether the global null hypothesis can be safely rejected.
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The DFPA analysis results, when compared with those derived by the Tfine code, and the 3D geomechanical model test show that the DFPA code is effective in fully simulating the failure processes of the dam and foundation.
Overall, the hybrid model tested shows quite promising results, which indicates the potential usability of the model.
Initial model testing shows the development of varied rocky profile geometries, ranging from steep plunging cliffs, cliffs with narrow benches, and cliffs with a variety of shore platform shapes.
Model tests show that both runners have good power performances.
Results from a series of laboratory model tests show a significant reduction of flow velocities across the entrance channel with longer breakwater length and higher crest elevation.
Predictions of sliding distances by the new method are then compared with measurements from physical model tests, showing very good agreement with observations.
Model testing showed no systematic bias and good precision in the estimation of the TMF for PCB congeners but an apparent underestimation of model calculated TMFs, relative to reported field TMFs, for PEs.
Model calibration and model testing showed that Briemle's utilization numbers and the chosen representative species and groups are suitable to simulate grassland dynamics under different forms of land use.
Model tests show that this method is accurate and reliable and may be adopted to perform a number of effective calculation analysis of engineering for the design of double pressure shell.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com