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The fracture behavior of a piezoelectric ceramic under applied electric fields has been discussed through experimental and theoretical characterizations.
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The sensing principle of the sensor is first introduced and then the influence of dimensional parameters on the sensor is discussed through experimental investigations.
In this paper, the structural behaviours of the glass fibre composite strengthened concrete structures subjected to uni-axial compression and three point bending tests are discussed through experimental studies.
The feasibility of the proposed concept is demonstrated and its efficacy is discussed through several experimental studies.
The failure process of concrete-infilled rectangular steel columns is discussed through comparison of experimental measurements with numerical results.
The effects of the type of spring and damper are discussed through theoretical analysis and experimental tests.
The ability of our model to embed the effects of these processes into the estimation of oil relative permeabilities is discussed through comparison with previous experimental measurements.
The accuracy of the simulation results, mechanical springback and the residual stress distribution after unloading are discussed through the comparison to the experimental results.
In addition, the influence of different design objectives, like the thermal compliance, average temperature and temperature variance, on the resulting dendritic configurations is discussed through both numerical analyses and experimental tests.
The mechanism of transition to passivity is discussed through comparing the simulation results with experimental data.
Scaling of the experimental model is discussed through dimensional analysis, identifying the appropriate scaling factors which are then applied to the seismic excitation signals.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com