The phrase "and the deflection between" is correct and usable in written English.
It can be used in contexts discussing measurements, physics, or engineering, particularly when referring to the difference in displacement or bending between two points.
Example: "We need to calculate the stress on the beam and the deflection between the supports to ensure structural integrity."
Alternatives: "and the displacement between" or "and the deviation between".
At the same time, the deflection between the carbody and bogie during nonlinear motion when passing through curves can be adapted via the vertical oscillation of the suspenders.
The deflection between the carbody and bogie during the motion when passing through curves is adapted by the vertical oscillation of the suspenders.
The relationship between the variation of cable tension and the deflection of the anchor point between the cable and girder is formulized building upon the geometric relationship of the deformation.
The supporting truss is applied under the 72m span frame to ensure the deflections between the frames of different spans compatible.
No statistically significant interactions between the deflection distance and the material (p = 0.6479), the deflection distance and the incisal cut (p = 0.4201), and the deflection distance and the material and the cut (p = 0.8381) could be observed.
Good correspondence in the prediction of the maximum deflection between the experimental and the analytical results, is obtained, showing that analytical analysis by means of the simplified SDOF approach leads to a reliable prediction.
The results of the present study have indicated that the delta configuration for arthrodesis results in the greatest construct stiffness and lower relative deflection between the talus and calcaneus in the positions tested.
However, the difference in the maximum deflection between the inner (G3) and outer (G1) girders was 109 mm, showing that the increased rigidity of the bridge from the addition of the middle girder increased both the load-carrying capacity and the deflection-induced rotation of the bridge.
The deflection difference between G2 and G1 tended to decrease as the PS force increased.
Therefore, Eq. (1) which provides the same beam end rotations and beam deflection between loading points can closely approximate cubically varying deflection of the beam resulting from the linearly varying curvatures.
