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通过对 5根不对称钢骨混凝土梁 (其中 2根为实腹工字钢骨混凝土梁 ,3根为蜂窝钢骨混凝土梁 )的试验研究和对试验结果的分析 ,提出了不对称钢骨混凝土梁正截面承载力、裂缝宽度、抗弯刚度的计算方法。结果表明 ,计算值与试验值符合较好。
Through the experimental research and experimental analysis on five asymmetrical SRC beams (two of them are SRC beams and three are SRC beams), the asymmetric SRC beams are proposed Calculation method of beam normal section bearing capacity, crack width and flexural rigidity. The results show that the calculated value is in good agreement with the experimental data.