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Additionally, the existence of MGS significantly improved the energy absorption capacity from 3.0 to 37.1 53.1 J and enhanced the specific energy absorption from 0.15 0.17 J/g to 1.34 1.50 J/g under the same deflection of 25 mm.
A practical design tool consists in the definition of the deflection- and stress-effective thickness, i.e., the thickness of an equivalent monolithic glass that would correspond to, respectively, the same deflection and peak stress of the laminated glass, under the same constraint and load conditions.
Equivalently, for the same deflection coefficient, the network lifetime with the CLD is longer.
Figure 6 demonstrates the same deflection and bending moment distributions under both own weight plus the balancing pre-stressing force.
The adopted discretization can capture nearly the same deflection profile obtained with 12 elements in addition to saving about 30%% in computational time.
As shown in Fig. 8b, a specimen using NSRM in triple line showed higher strain distribution under L/212 at the same deflection as described above, compared with a specimen using NSMR in a line.
Similar(54)
Equivalent representations based upon the same maximum deflection and fundamental natural frequency are derived.
For the same midspan deflection, the fractional change in surface electrical resistance is increased in magnitude, whether the surface resistance is that of the tension side or the compression side.
The third model is also a frame without slabs, but a modified load distribution is used, derived to obtain the same beam deflection and the same magnitude of shear forces calculated in the so-called "exact" model, resulting in the definition of a specific load distribution for each beam.
We also considered the same initial deflection of the haltere (50 µm) along the sensing direction in order to compare the force required with that in the actuation direction (direct comparison).
This paper examines the spatial variation of the Winkler spring stiffness constants that is necessary for the mat-on-springs analysis to produce the same slab deflections and bending moment diagrams as finite element analysis that treats the soil as continuum.
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