Research Article

Nonlinear Analysis for the Crack Control of SMA Smart Concrete Beam Based on a Bidirectional B-Spline QR Method

Table 3

Maximum strain of steel bar elements with different discretization and temperatures (×10−4).

MethodDiscretizationTemperature (°C)
20406080100120

BB-sQRM9.8039.7669.0468.6208.3528.274
9.9799.9439.2168.7888.5178.438
10.18010.1409.4128.9808.7078.628
10.26010.2209.4869.0538.7798.699
10.35010.3109.5709.1328.8568.775
10.41010.3709.6239.1838.9058.824
10.45010.4109.6609.2188.9388.857

ANSYS10.46010.4209.6609.2308.9508.860