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1)  composite bending element
叠合受弯构件
1.
It is verified that two-stage loading and two -stage manufacture will not reduce the ductility of composite bending elements.
通过对预应力混凝土叠合连续梁、混凝土叠合框架梁、预应力混凝土叠合框架梁及相应的对比梁、对比框架梁在竖向单调荷载下的试验成果分析 ,证实了二阶段制造、二次受力不会降低叠合受弯构件的延性 ,提出了保证叠合受弯构件延性的设计方法和构造措
2)  superimposed bending concrete component
叠合式受弯构件
3)  prestressed overlapping flexural unit
预应力叠合受弯构件
1.
Test analysis of ductility on cementing prestressed overlapping flexural unit;
有粘结预应力叠合受弯构件延性的试验分析
4)  superposed reinforced concrete flexural member
叠合式混凝土受弯构件
5)  aluminum bending members
铝合金受弯构件
1.
In order to investigate the nonlinear deformation of aluminum bending members,the influencing factor analysis of load-deflection relationship was presented adopting finite-element analysis(FEA) methods.
为了研究铝合金的材料非线性对其受弯构件变形的影响,采用有限元方法研究了铝合金受弯构件荷载-挠度关系的影响因素,并以主要因素为参数,计算了126根梁的荷载-挠度曲线。
6)  flexural member
受弯构件
1.
Calculation of carrying capacity of the normal section of a RC flexural member with round section;
钢筋混凝土圆截面受弯构件正截面承载力计算
2.
Simplified method of reinforcing the grouted concrete flexural members;
现浇钢筋混凝土受弯构件加固补强简易方法
3.
Simplied calculation to the minimum reinforcement ratio of flexural members to be content crack;
满足裂缝要求的受弯构件最小配筋率的简化计算
补充资料:长春冷弯型钢总厂生产的异形冷弯型钢


长春冷弯型钢总厂生产的异形冷弯型钢


  长春冷弯型钢总厂生产的异形冷弯型钢
  
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