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The prediction of the actual ultimate capacity of confined concrete columns requires partial confinement utilization under eccentric loading.
Equation (4) is derived here to solve for the point of intersection of the stress strain curve of partial confinement (Eq. (5)) and the line connecting the ultimate confined and the ultimate unconfined points, see Fig. 1.
Few literatures have been involved in a partial confinement method for parts with locally deteriorated strength.
This paper is to present an effective partial confinement method, to investigate the mechanical behavior of columns with partial deteriorated strength and to evaluate the availability of the partial confinement.
Inset: Δω = ω0 − ωR versus the inverse of partial confinement distance (d), which is illustrated in the upper inset.
In this study, a partial confinement model is developed for rectangular reinforced concrete column sections under general eccentric loading.
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Majority of the dogs owned were local breeds (62.8%) aged between 1 and 5 years old and managed under partial or no confinement.
The experimental test shows a significant improvement in the strength and post-yield behavior of beam specimens depending on % of steel fiber reinforced concrete and the use of partial geo-grid confinement.
The inner partial pressure concept, or confinement effect, was developed to explain the high performances of this new SiC-based catalyst.
The confinements in the partial triaxial test (PTT) have significant effects on the permanent strain of mixtures.
The partial occlusion of metallic clusters, which may lead to physical confinement (inhibited migration) or chemical confinement (inhibited reaction), was monitored by CO in situ FTIR and CO methanation along with a kinetic study, which confirmed that the metallic clusters on the pore surface result in the stabilization of the catalysts against deactivation.
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