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This paper investigates the combined bending stability of carbon nanotubes subjected to thermo-electro-mechanical loadings.
Figure 5b shows the bending stability of the device in the same condition as that of Figure 4a.
Furthermore, the non-fullerene OSC shows better bending stability than the fullerene counterpart.
The optimized LbL-doped four-layer graphene shows a sheet resistance of 54 Ω/sq and a transmittance of 85% (at 550 nm) with a robust bending stability.
Double-staple constructs exhibited the most consistent bending stability in all planes, while the plate fixation produced both the most and least stiff construct depending on bending plane.
Multi-plane bending stability and interfragmentary compression were assessed across a simulated osteotomy using single and double-staple fixation and compared to a bridging plate.
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The problems of bending and stability of Bernoulli Euler beams are solved analytically on the basis of a simple linear theory of gradient elasticity with surface energy.
Also, the effects of the force ratio of the SCCB, width thickness ratio of the compression flange, shear connection degree, and height thickness ratio of the web on the ultimate bending moment stability coefficient of SCCB in negative bending moment area are investigated in detail.
Finally, considering various effects aforementioned properly, practical formulas are proposed to compute slenderness ratio and ultimate bending moment stability coefficient of SCCB in a concise form, which are shown to be consistent with the FE modelling and experimental results, and thus are suitable for engineering design.
The performance indexes of SMA including mixture stability, Marshall modulus, residual stability, bending stiffness modulus, and dynamic stability were assessed to determine the optimum content (0.28%) of PSCF in asphalt mixture.
This indicates that the Cage + Plate device may provide similar stability in lateral bending but lower stability in flexion, extension, and axial rotation in comparison to the Cage + TARP device.
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