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Element type Superficial (( {mu}_{max} ) ) Moderate (( {theta}_{max} ) ) Heavy (( {theta}_{max} ) ) Hazardous (( {theta}_{max} ) ) Single-reinforced slab or beam 1 2° 5° 10° Single-reinforced beam-column 1 2° 2° 2° Double-reinforced beam-column without shear reinforcement 1 2° 2° 2° Double-reinforced beam-column with shear reinforcement 1 4° 4° 4°.
Behavior was evaluated using a series of rapidly increasing fixed ratio (FR) schedules of sucrose reinforcement; 1, 5, 25 and 75 lever presses were required for sucrose delivery, with three sessions provided at each requirement.
Total 5 beams were produced for the experimental study, namely 1 flexural reference specimen with sufficient shear reinforcement, 1 shear deficient reference specimen with insufficient shear reinforcement, and 3 strengthened specimens with GFRP plates.
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Area of tension reinforcement, mm2.
Cross-sectional area of shear reinforcement, mm2.
Table 2 Testing results of reinforcement (SD785 and SD 685).
The total sectional area of nonprestressed tension reinforcement (mm2).
"We invented Continuous fiber reinforcement (10 issued patents), and in-process laser-micrometer quality control," he said.
DE1 shear reinforcement sufficient specimen carried 10%% more load compared to the insufficient shear reinforcement DE3 specimen.
The horizontal reinforcement 8-HD10 and the stirrup HD13@100 were decided using Eqs.
DE1 test specimen carried 8%% more load compared to the insufficient shear reinforcement DE4 specimen.
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