flexural bearing capacity

Experimental research on mechanical behavior of bending circular steel tube columns filled with steel-reinforced concrete;

钢骨-钢管混凝土受弯组合柱受力性能的试验研究

The failure load,failure mode and load-strain curve of the T-joints under bending are recorded with strain gauge .

对包含多种焊接缺陷(T1)和焊接质量高(T2)的两种角焊接T-型节点受弯下的力学性能进行了试验研究。

Based on equivalent bending moment method,section curvature induced by shrinkage and creep is analyzed.

基于受弯等效原则对混凝土徐变和收缩引起的截面曲率增大系数进行了分析,进而得到了钢筋混凝土梁的附加变形增大系数,计算公式形式简单、概念清楚、适用于以受弯荷载为主的钢筋混凝土梁的长期变形计算。

Five concrete beams reinforced with glass fiber reinforced polymer(GFRP) rebars were statically loaded under third-point flexure until failure.

在此基础上,考察了混凝土受弯构件挠度计算中的有效惯性矩法和曲率法。

Considering the mechanical characteristics of carbon fiber sheets (CFS) and the practical situations of CFS strengthened reinforced concrete members(RC), the calculation formula of the cross section flexure load capacity design of these members are presented, including design steps in details.

结合碳纤维布(CFS)力学性能及CFS加固钢筋砼(RC)构件的实际,给出其正截面受弯承载力设计计算公式及具体实用步骤,并结合试验数据给出了具体算例。

A study on flexural ultimate bearing of the pretensioned prestressing concrete beam;

先张法预应力混凝土梁受弯极限承载力研究

The formula for calculating normal section strength of flexural HFRC beams is presented.

通过 2 5根钢筋钢纤维混凝土梁的抗弯性能试验 ,研究了钢纤维和高强混凝土对受弯构件初裂强度、极限强度和延性的影响。

This thesis put forward the results of experimental and analytical studies concerning flexural reinforced concrete beams strengthened with externally bonded CFS to the tension face of the beams.

为了研究碳纤维对受弯梁加固后梁承载力提高的幅度,尤其是碳纤维的粘贴面积对加固效果的影响,本文采用试验研究和理论分析相结合的方法,对外贴碳纤维布加固的钢筋混凝土受弯梁进行了分析和研究。

Exploratory research is also made on the mechanical performances of proportionoptimized selfcompacting concrete members in bending, members in shear as well as manufactured massive beams under stress.

还对优化配比后的自密实高性能混凝土构件受弯、受剪力学性能和工厂生产实体梁的受力性能进行了探索性研究。

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

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

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