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单钢板混凝土组合板作为一种新型结构形式,在我国尚未形成完善的设计理论和计算方法,国外相应标准也无法直接借用。以单钢板混凝土组合板面外加载试验的试验结果为基准,参考国内外现行标准,提出相应计算假定,并推导了单钢板混凝土组合板的正截面和斜截面承载力计算式以及板的挠度计算式。利用该算式对试验构件进行计算,计算结果与试验结果吻合良好。
As a new type of structure, the single-plate concrete composite plate has not formed a perfect design theory and calculation method in our country, nor can foreign corresponding standards borrow directly. Based on the test results of out-of-plane loading test for single-plate concrete composite panel, reference is made to the current domestic and international standards, and the corresponding assumptions are calculated. The formulas for calculating the normal section and diagonal section bearing capacity of single-panel concrete composite panel and the deflection calculation formula. Using this formula to calculate the test components, the calculated results are in good agreement with the test results.