flexure member meaning in Chinese
抗弯构件
挠性构件
受挠曲构件
受弯构件
Examples
- In this thesis , the experimental research of the behavior of high strength concrete axial compression columns and eccentric compression columns under non - uniform temperature field are conducted . from the experimental analysis , the variational regularity of ultimate load capacity and deformation of high strength concrete compression - flexure members under non - uniform temperature field is obtained . the influences of different factors including temperature , stirrup contents , strength grade of concrete , pre - loading level , eccentricity and different loading - temperature paths to refractory capability of members are investigated
文中还对高强混凝土轴心受压柱和偏心受压柱在不均匀温度场下的力学性能进行了试验研究，通过试验分析了高强混凝土压弯构件极限承载力和变形在不均匀温度场下的变化规律，考察了不同升温温度、箍筋用量、混凝土强度等级、预加荷载水平、荷载偏心以及荷载?温度途径等对构件耐火性能的影响，通过试验量测，得到了构件的截面温度场。 - The assumption about deformation character and constitutional relationship of high strength concrete and reinforcement under elevated temperature is proposed making use of the general regularity of high strength concrete compression - flexure member . the ultimate load capacity and deformation of high strength concrete compression - flexure members under elevated temperature are analyzed by means of full - range and non - linear analysis method . the computing results and test data are in good agreement
根据高温时高强混凝土压弯构件的一般规律，给出了高温时高强混凝土和钢筋变形特征的假设和本构关系，利用全过程非线性分析方法分析了高温时高强混凝土压弯构件的极限承载力和变形，计算结果与试验结果吻合较好。 - Neglecting the influence of concrete stress - path , relative program is presented to make full - process analysis on compression - flexure members confined with cfrp in the compression zone , a key research is to analyze the effect of some parameters including axial compression ratio , thickness of cfrp , concrete strength on strength capacity and displacement ductility of reinforced compression - flexure members
在忽略混凝土应力路径的影响下，编制相应程序对碳纤维布粘贴钢筋混凝土压弯构件进行了全过程分析及相关参数研究，并把计算结果与试验结果进行了对比，两者吻合较好。