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1)  reinforced transfer beam
钢筋混凝土转换梁
2)  RC beam
钢筋混凝土梁
1.
Experimental research on the flexural behavior of preloaded RC beams with externally bonded GFRP sheets;
玻璃纤维布加固有预加载钢筋混凝土梁的受弯试验研究
2.
Extraneous prestressed strengthening technique of RC beam;
钢筋混凝土梁的体外预应力加固技术
3.
The sticking steel strengthing analysis of RC beam;
粘钢加固钢筋混凝土梁浅析
3)  Reinforced concrete beam
钢筋混凝土梁
1.
Local deformation rigidity of reinforced concrete beam under low velocity impact;
低速冲击下钢筋混凝土梁局部变形刚度
2.
Study on flexural experiment of reinforced concrete beams under simultaneous service loading and corrosion;
荷载与锈蚀共同作用下钢筋混凝土梁抗弯试验研究
3.
Stimulating the crack by FEM and residual life forecasting of reinforced concrete beams;
钢筋混凝土梁开裂有限元模拟及损伤分析
4)  RC beams
钢筋混凝土梁
1.
Experiment study on behaviors of RC beams strengthened with inorganic adhesive sticked FRP sheets at elevated temperature;
无机胶粘贴纤维布加固钢筋混凝土梁高温性能试验研究
2.
Calculation analysis of resisting flexural strength of RC beams strengthened by combination of CFRP and steel plate;
碳纤维布与钢板复合加固钢筋混凝土梁抗弯承载力的计算分析
3.
Experimental study on anchorage schemes of RC beams strengthened with GFRP sheets;
玻璃纤维布加固的钢筋混凝土梁端部锚固试验研究
5)  reinforced concrete beams
钢筋混凝土梁
1.
Application of wavelet analysis to damage detection of reinforced concrete beams;
小波分析在钢筋混凝土梁损伤识别中的应用
2.
The whole simulation on bending-resistance of reinforced concrete beams;
钢筋混凝土梁抗弯性能的全仿真模拟
3.
Study on the calculation formula of shear capacity of reinforced concrete beams;
钢筋混凝土梁受剪承载力计算公式的研究
6)  Reinforced concrete bridge
钢筋混凝土桥梁
1.
The structure defection analysis and the reinforcing technology to the reinforced concrete bridge;
钢筋混凝土桥梁结构损伤的原因分析和加固措施
2.
Research on durability assessment for reinforced concrete bridge;
钢筋混凝土桥梁耐久性评估研究
3.
The durability of reinforced concrete bridge;
钢筋混凝土桥梁的耐久性
补充资料:钢筋
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性质:钢筋做为钢材的全称是(预应力)钢筋混凝土用钢筋。钢筋从外形分两类,一类是光面钢筋,一类是变形钢筋。光面钢筋就是变通碳素钢圆钢(参见圆钢),直径8~50毫米。变形钢筋则是表面带筋的钢筋,通常带有两道纵筋利沿长度方向均匀分布的横筋,公称直径8~50毫米。根据横筋的不同分布,变形钢筋还分为螺旋形、人字形和月牙形钢筋(见图)。变形钢筋的材质是低合金结构钢。钢筋按强度分级,光面钢筋的屈服点/抗拉强度(即屈强比)不小于235/370兆帕,属I级;变形钢筋的屈强比不小于315/490兆帕的属Ⅱ级,不小于370/570兆帕的属Ⅲ级,不小于540/835兆帕的属Ⅳ级。另一种变形钢筋叫预应力钢筋混凝土用热处理钢筋,是由高强度(屈强比1325/1470兆帕)的硅锰系列代号为RB150的钢种(40Si2Mn,48Si2Mn,45Si2Cr)经过热轧、淬火和回火调质热处理制成的,公称直径有6毫米、8.2毫米和10毫米3种,钢筋的螺纹外形,分为有纵筋和无纵筋的两种(见图)。

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