Sentence examples for between the loading points from inspiring English sources
Also, flexural cracks are formed in between the loading points.
Shear cracks are formed near the loading points and then formed in between the loading points.
Flexural cracks are formed near the center of the span and then formed in between the loading points.
At the ultimate loading state, one center rectangular curvature block between the loading points with ϕ p and L p and two symmetrically-located adjacent rectangular blocks, each with ϕ eq and L eq, were assumed.
For the 4-point loading case, the magnitude (ϕ eq ) and length (L eq ) of the adjacent equivalent rectangular curvature blocks between the loading points and supports in Fig. 3c were determined according to Eq. (1).
The use of three equivalent rectangular curvature blocks enables the approximation of beam deflection between the loading points and rotations at the beam end supports, as a result of which the overall beam deflection could closely approximate that of linearly-varying curvature distributions ϕ(x) in Fig. 3b (Fig. 3d).
In this section, according to the relative positional relationship between the loading point and the displacement output point, the compliance modeling process is discussed again.
According to the relative positional relationship between the loading point and the displacement output point, the compliance model of the closed-loop serial compliant mechanism is discussed as follows.
As shown in Fig. 2, targets were installed between the loading point and the support at intervals of 50 mm in the vertical and horizontal directions, and the three-dimensional coordinates of each target were measured by an image-based displacement measurement system.
Should the concept of a single equivalent curvature block be used, a rational assessment of the beam deflection and the member-dependent tensile strain of unbonded CFRP tendons could be hindered due to ignorance of the curvature distributions between the supports and the loading points (Figs. 2b and 2c).
It was noted that the control beam B1 experienced failure due to the shearing off of the concrete in the load path, located between the load points and the supports, as illustrated in Fig. 6.
