Sentence examples for deformation point from inspiring English sources
A thick MF intersects the stromule at exactly this deformation point, suggesting the MF may provide the force for pulling the stromule back.
c) When casing deformation points appear near point A, the activation of the weak plane in the beddings during fracturing causes the casing deformation.
In Darian dam boreholes, the cable points subject to the shear and stretch were correlated with deformation points of the inclinometer casings in incremental displacement graphs.
The stress of 14 casing deformation points was calculated according to actual engineering and geological conditions, and 78.6% of the results were consistent with field measurements.
a) When the casing deformation points appear far away from point A (the landing point, which is the starting point of the horizontal segment), the influence of the lithologic interface on casing stress plays a decisive role under the combined effect of internal and external pressures when the cement sheath is completed.
Subsequent deformation between point 'B' and point 'D' is attributed to the expulsion of pore pressure.
It therefore turns out that SRO-kinetics under equilibrium vacancy conditions can be better observed in a state of post-deformation annealing, for which deformation induced point defects are annealed-out, but a relatively high dislocation density is still present to act as a vacancy sink.
Similarly, the deformation at point j caused by the original force q can be obtained as varvec{delta}_{jq} = int_{0}^{L} {left( {varvec{T}_{dx}^{j} {kern 1pt} varvec{C}_{x}^{j} {kern 1pt} varvec{T}_{fx}^{j} } right)varvec{q}left( {L - x} right){text{d}}x}.
For continuous monitoring of deformations, each point to be monitored is to be equipped with a set of geodetic quality GPS instruments.
This paper presents experimental results for two series of CFRP strengthened and rehabilitated model box girders under quasi-static large deformation 3-point bending.
This paper presents experiments and theoretical analysis of 16 steel I-section beams strengthened using externally bonded CFRP under quasi-static large deformation 3-point bending.
