探讨了配筋钢纤维混凝土叠合梁正截面承载力计算公式。
The formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.
在基本假定的基础上，分析了再生混凝土梁正截面开裂弯矩理论计算模式。
The model of the cracking moment of normal section for recycled concrete beams is investigated on base of some basic assumptions.
正截面加固试验中，分别对粘贴纤维、钢板对钢筋混凝土T梁正截面力学行为影响展开研究。
In the reinforcement experiments of right section, the influence of rc T-beam the mechanics behavior by FRP, steel plate was studied.
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