横肋是平行于钢筋长度方向的表面突起。
I willgive some suggestionfor formula of shear capacity,especially for perpendicular slabs when lateral ribs lacated in.
对于受剪承载力公式提出了一些建议，尤其是设置了横肋的横孔板的受剪承载力。
参考来源 - 现浇钢筋混凝土空心楼盖受剪承载力研究·2,447,543篇论文数据，部分数据来源于NoteExpress
粗化肋的形式为螺旋肋或横肋。
横肋对称和横肋非对称钢筋的粘结锚固性能无明显差异。
The anchorage properties between the symmetrical and unsymmetrical ribbed rebar had no obvious difference.
粘结锚固长度相同时，无论是横肋对称还是横肋非对称钢筋粘结强度随混凝土强度的提高而提高。
The bond-anchoring strength of rebar (whether transverse ribs distributed symmetrically or not) increased with increase in concrete strength when they had the same of anchorage length.
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