Sentence examples for reinforcement section from inspiring English sources
Sensitivities of the reliability index to the ratio of variable load to permanent load, ratio of reinforcement, section depth, radius of longitudinal reinforcing steel, nominal cover, concrete cube strength, and allowable width limit were discussed.
This has allowed us to establish abacuses giving the reinforcement section based on external forces applied.
It was proved that if a neutral axis of bending RC element crosses the section's CG, the total reinforcement section (As+A′s) is minimal.
Table 4 Geometric and material properties of specimens Specimen Shape D L/D Steel reinforcement section Area of steel reinforcement (mm2) t Area of concrete (mm2) CFT Circle 538 5.57 – – 14 204,282 C-Cross Crosse 538 5.57 Cross IPE 7810 14 204,282 C 2 IPE Circle 538 5.57 2 IPE 7810 14 204,282 CB 200 Circle 538 5.57 IPB 200 7810 14 204,282 The columns are considered as fixed-end columns.
Promising is the concept of reinforced laminated glass beams in which stainless steel reinforcement sections are included in the glass laminate and provide a post-fracture load-carrying mechanism.
ACI 318-14 (2014) prescribes the spacing limitation of shear reinforcement in Section 9.7.6.2.2.
Open image in new window Figure 4 Corrosion process of the reinforcement cross-section area.
In this study, the loss of reinforcement cross-sections have not been considered, which is a failure limit state.
In RCC beams B2Fe2, the differences of 0.32 % area of steel reinforcement, between sections above and below N.A, exhibits 39%% difference in strain growth at concrete age of 150 days.
The interfacial bond stress-slip models at the fabric/matrix and composite/concrete interfaces and the number of composite layers had the most significant impact on the predicted response of the strengthened beams whereas the corrosion level, modeled as a reduction in the steel reinforcement cross-section, showed a slight effect on their performance.
This analysis showed that for beams with high corrosion degrees, the decrease in capacity is mainly because of the decrease in both the steel reinforcement cross-section and strength due to corrosion, whereas the major cause of strength reduction for beams subjected to low corrosion degrees is the loss of bond between steel and surrounding concrete.
