flexure member中文是什么意思

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中文翻译
造句

抗弯构件
挠性构件
受挠曲构件
受弯构件

flexure n. 1.屈曲，挠曲，弯曲(部)。 2.折褶。 3.【数 ...
member n. 1.(团体的)一分子，成员；会员；社员；议员；委员 ...
member in flexure 受挠杆件; 受弯杆件; 受弯构件
flexure n. 1.屈曲，挠曲，弯曲(部)。 2.折褶。 3.【数学】歪度。 4.【物理学】弯曲，曲率。 5.【地质学；地理学】单斜挠曲。
be a member of 是……..的一员
cranial flexure; cephalic flexure 头曲
active flexure 活动挠摺; 活动挠褶
angle of flexure 屈挠角度
anticlinal flexure 背斜挠曲; 背斜弯曲
antiformal flexure 背形挠曲; 背形扰曲
basement flexure 基底挠曲
basicranial flexure 脑桥曲
bending flexure 弯曲
broken flexure 破裂挠曲
caudal flexure 尾曲, 骶曲
centre of flexure 弯曲中心
cephalic flexure 头曲, 颅曲
cervical flexure 颈曲
colic flexure 结肠曲
combined flexure 联合弯曲
continental flexure 大陆挠褶带; 大陆拗折; 陆架边缘
contrary flexure 反曲
cranial flexure 颅曲头曲; 头曲
cross flexure 横向挠曲

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例句与用法

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。