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The test results are presented and discussed in terms of deflection, crack width, strain, and load-carrying capacity.
In the process of single-step flat rolling of multifilament Ag/BSCCO-2223 Ag/BSCCO-2223previous wire has shown toe optapem strategy giving maximum critical current density to be a balance between the length and width strain, so they are of equal size i.e. so, that the logarithmic strain ratio, LSR, reaches zero.
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The longitudinal and width strains were measured with a biaxial extensometer for the quasi-static experiments and using Digital Image Correlation (DIC) methods for the elevated strain rate experiments.
Test results revealed that, beams tested under unsymmetrical loading case II showed less crack widths, strains and deflections in the higher load span compared to those in the less load span or those symmetrically loaded.
Open image in new window Fig. 2 Tensile stress and crack width vs. strain relationship of a lightweight ECC with density about 60%% that of normal concrete.
In addition, the effects of specimen width and strain rate on the specific essential work of fracture we are studied.
I found that the 2D (i.e., defined as length × width) volume strain at this deformation was equal to 0.16.
Characteristic parameters of the bands are then measured: width, angle, transported strain, strain rate, and velocity.
From the test results, crack development, crack widths and strain of the composite section before and after cracking were observed.
The effect of fatigue loading on the behaviour of all tested beams was assessed by monitoring the deflection, crack widths and strain in concrete, steel reinforcement and CFRP strips during fatigue loading.
More specifically, transverse (width, depth) strains are much higher in patellar cells compared to femoral condyle cells under equivalent compressive tissue loads (Madden et al. 2013).
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