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本文对钢筋混凝土结构因钢筋与混凝土之间的线膨胀系数差异引起的温度应力问题进行了研究。内容为对称配筋构件在均匀受热条件下，困线膨胀系数差异引起的温度应力的试验研究和分析，并附有计算例题。
In this paper, the temperature stress caused by the difference between the linear expansion coefficient of reinforced concrete and concrete is studied. The content is the experimental research and analysis of the temperature stress caused by the difference of the coefficient of thermal expansion of the symmetrically-reinforced members under the condition of uniform heating, and the calculation examples.