Using thermal analysis and wide angle X-ray scattering (WAXS), we evaluated the confinement that exists in as-spun amorphous, and heat-treated semicrystalline, fibers.
The normalized modal area is defined as A m /A0 to quantitatively evaluate the mode confinement, where A0 represents the diffraction-limited area in free space, A0 = λ2/4.
The normalized modal area is defined as Am / A0 to quantitatively evaluate the mode confinement, where A0 denotes the diffraction-limited mode area in free space, A0 = λ2 / 4. The propagation length is defined as Equation 3: L = 1 2 I m β. (3).
To study the effectiveness of such external steel confinement, a theoretical model for evaluating the confining stress and axial load in a concrete-filled steel tube with external steel confinement up to the post-peak stage is developed.
Furthermore, we evaluate the effect of confinement of AMPAR to a PSD micro-domain on receptor incorporation and find that confinement of the AMPARs to the PSD area increases the rate of AMPAR capture by the scaffold element, by trapping AMPARs in the vicinity of scaffold elements.
All the cylinders were subjected to monotonic axial compressive loads, so as to evaluate the effect of confinement on the axial load carrying capacity and all their failure modes were discussed thoroughly.
The objective of this study was to evaluate the influence of confinement, i.e., time in stalls, on horse behaviour and welfare employed by mounted patrols in urban areas.
Particularly, the constitutive behaviour of concrete has been here formulated via a modified Mazars' damage law, which allows to evaluate the three-dimensional confinement effects in the columns during monotonic axial compression loads.
The aims of the paper are (i) to evaluate the effectiveness of the confinement of the concrete strengthened with the PBO-FRCM system, and, (ii) to define analytical relationships able to characterize the stress strain response of the PBO-FRCM confined concrete.
