热膨胀量:
$$\Delta L = \alpha \cdot \Delta T \cdot L$$完全约束时的热应力(两端锚固):
$$\sigma_{th}= \alpha \cdot \Delta T \cdot E,\qquad F = \sigma_{th}\cdot A$$SIF修正后的峰值应力(ASME B31.3):
$$\sigma_{peak} = i\cdot\sigma_{th},\qquad S_E = i \cdot \frac{M_c}{Z}\leq S_A$$柔性特性(弯头):$h = \dfrac{t \cdot R}{r^2}$,$\quad i = \dfrac{0.9}{h^{2/3}}$,$\quad k = \dfrac{1.65}{h}$
验证示例:碳钢 E=206 GPa, α=12×10⁻⁶/°C, ΔT=230°C → σ_th≈569 MPa(两端锚固·直管)。