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The results of numerical models show a good agreement with laboratory data.
Numerical models show the complexity of stress distribution around the holes depending on the connection configurations.
The research is motivated by the fact that the classic numerical models show severe oscillations in the results, besides; all the existing analytical solutions are complex piecewise functions.
The comparison between experimental data, analytical and numerical models show the influence of fibre distribution and interphase properties on water diffusion kinetic.
However, the numerical models show that the displacement capacity of the building increases as a result of those new stiff slabs.
Numerical models show that the two CFFs have nearly equivalent global heat transfer characteristics and temperature distributions but very different coolant flow characteristics; one design has uneven flow through parallel cooling channels and the other design has even flow through parallel cooling channels.
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Numerical models showed excellent agreement with experiments regarding load displacement response.
Numerical models showed that the soil-strip interface parameters have a major influence on the predicted behavior.
The results obtained from the numerical models shows that the CDP model can accurately predict the load/moment carrying capacities of the UHPFRC beams.
The numerical models showed a good capacity to simulate the behavior of the timber joints in cold and in fire situations.
Neglecting capillary effects, the numerical models showed similar layer migration and geometry to the analytical model, but it was necessary to minimise the effects of numerical dispersion by adopting very fine cell thicknesses.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com