摘要
从考虑滑移效应角度出发,探讨了外包钢组合梁的变形计算方法,得出了不同加载条件下简支组合梁的挠度计算公式,并用试验进行了验证,理论计算值与实测结果吻合良好.
Considering slip effect,the calculation method is proposed for the deflection of steelencased concrete composite beams. Calculation formulas for the deflection of simply supported steelencased concrete composite beams are given. The theoretical calculation values are in agreement with the measurment results.