考虑粘结滑移的实腹式型钢混凝土梁裂缝宽度计算

Calculation of crack width of full-web type SRC beams considering bond-slip effect

考虑了粘结滑移对型钢混凝土梁裂缝宽度的影响,提出了实腹式型钢混凝土梁的裂缝宽度计算方法,并与相关文献的试验结果进行对比,结果表明,考虑粘结滑移计算得到的型钢混凝土梁的裂缝宽度与试验结果吻合较好。

Considering the effect of bond-slip on crack width of Steel Reinforced Concrete （ SRC ） beams, it proposes a kind of calculation method of crack width of full-web type SRC beams. The method is compared with experimental datas and the results reveal that the method agrees with experiments.