Research Article
Nonlinear Analysis for the Crack Control of SMA Smart Concrete Beam Based on a Bidirectional B-Spline QR Method
Table 6
The recovery situation of maximum crack width with different reinforcement ratios.
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Reinforcement ratios : = 0.46% (reinforcement diameter 14 mm), = 0.76% (reinforcement diameter 18 mm), and = 1.14% (reinforcement diameter 22 mm). |