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The effect of reinforcing bar ratio ρ on the flexural strength of the strengthened beams is examined.
In the strengthened specimens with the large reinforcing bar ratio, close to the maximum code value of ρmax, failure occurred with adequate ductility.
The analysis results show that the proposed CSTM is able to describe well the influences of main design parameters (i.e., shear span-to-depth ratio, longitudinal bar ratio, web reinforcement ratio, concrete compressive strength, and effective depth) on the shear resistance of deep beams.
The results showed that the predicted shear strength enhancement was positively influenced by the use of inclined DE FRP bars and the increase in concrete compressive strength but decreased with the increase in shear span-to-effective depth ratio and internal steel stirrup-to-DE FRP bar ratio.
The parameter related to the main bar ratio.
The transverse bar ratio is shown to be the most influential parameter among the tested parameters in terms of the energy dissipation.
Similar(49)
In order to have minimum shear reinforcement, the reinforced HSC beams were designed with longitudinal steel bar ratios of 0.64 0.72%.
So, in effect, do a few ecclesiastical spires: Each firm's charitable programs benefit churches (the town's church-to-bar ratio is 29 2).
Gray bars: ratio of V5 signals (untagged/V5-Red1, Hobtainedtatned athehe corresponding positions.
Yellow bars: ratio of V5-Red1 signals (hop1∆/HOP1 ) obtained from ChIP-qPCR primer pairs located at the indicated positions.
(E ) White bars: ratio of V5-red1 ChIP-Seq signal (hop1∆/HOP1 ) at six cohesin peaks that decrease (a-f: chr3 219k, chr1 171k, chr1 195k, chr6 216k, chr1 95k, chr1 134k) and six cohesin peaks that increase (g-l: chr1 156k, chr5 274k, chr4 435k, chr4 712k, chr7 506k, chr16 576k) upon HOP1 deletion (data from the experiment shown in (A )).
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