Sentence examples for moderate confinement from inspiring English sources
Compressively loaded ice deformed within the brittle regime fails by axial splitting under no confinement and by shear faulting under moderate confinement.
The strain rate and stress required for faulting in ice under low to moderate confinement are well understood and can be quantified in terms of independently measured materials parameters.
Biaxial compressive experiments of terminal and post-terminal failure have been performed at −3 and −10 °C on columnar-grained, S2 freshwater ice proportionally loaded across the columns under moderate confinement where Coulombic faulting limits the terminal strength.
Biaxial compression experiments (at −10 °C at strain rates between 3−510−3 s−1 have confirmed that the terminal strength of fresh-water S2 ice brought to failure under moderate confinement ((σ22/σ11)≅0.07) in about 10 rapid compressive cycles of increasingly larger loads is greater by a factor of 1.5 than the strength of the same material loaded monotonically.
Well-established confinement models can adequately estimate the axial strain capacity of FRP-strengthened columns with low-to-moderate confinement, but there is a tendency for overestimation of the effect of FRP-induced confinement on deformation capacity in the range of high confining pressures.
While the average diameter of the In-doped nanoparticles is ca. 10 nm, about 5 6 times of the exciton Bohr radius of ZnO (1.8 nm), suggesting a likely presence of moderate quantum confinement effect (QCE) [19].
On a later occasion, Pope St. Zacharias was forced to moderate the zeal of Boniface, who requested not only excommunication but also solitary confinement for two "heretical" missionaries, Adalbert and Clement the Irishman sentences that the pope avoided imposing by deliberate delay.
It is considered appropriate to use the current code provisions KRBDC (MCT 2005) on the concrete confinement for the potential plastic hinge regions in the design of precast segmental columns for use in moderate seismic regions.
It is considered appropriate to use the code provisions (KHBD 2005; AASHTO 2007) on the concrete confinement for the potential plastic hinge regions in the design of precast segmental columns for use in moderate seismic regions.
"There is no confinement".
