STRESS-STRAIN RESPONSE OF REINFORCED CONCRETE MEMBER SUBJECTED TO AXIAL TENSION
研究了钢筋混凝土构件在轴向拉伸下的荷载与变形关系，提出了一个依赖于混凝土抗拉强度、配筋率和钢与混凝土弹性模量比的新拉伸刚化关系，并与数值测试数据及其他作者公式进行了比较。
This paper discusses the load and deflection relationship of reinforced concrete members subjected to axial tension. A new tension stiffening relationship depending on tensile strength of concrete, reinforcement ratio, and the ratio of modulus of elesticity of steel and concrete has been proposed. The results obtained were compared with the numerical test data and the formulas proposed by other authors.