1) bender
[英]['bendə(r)] [美]['bɛndɚ]
压弯机构
1.
Monochromator cooling bender in synchrotron radiation;
同步辐射单色器冷却压弯机构
2.
The principle of dynamically bending of the crystal in a sagittal focusing monochramator by flexural hinge-based bender was presented and the geometric parameters of bender and crystal were optimized.
介绍了利用柔性铰链机构对弧矢聚焦双晶单色器中第二晶体进行动态压弯的工作原理,优化了压弯机构和晶体的几何参数,然后应用有限元方法模拟分析压弯装置与晶体的力学性质,最后分析了弯晶的形位误差并计算因此造成的弯晶光束入射角的变化。
2) four-point bender
聚焦镜压弯机构
1.
Testing of four-point bender for cylindrical mirror of BSRF-3B3 beamline;
BSRF-3B3中能光束线聚焦镜压弯机构离线测试
3) beam-column
压弯构件
1.
Study of effects of longitudinal to shear bearing capacity of high-strength concrete beam-column via finite-element analysis and experiments;
纵筋对高强混凝土压弯构件抗剪承载力影响的有限元分析与试验研究
2.
Design of tapered Ⅰ-section arc-shaped beam-column with holes in web;
腹板开圆孔工字形变截面弧形压弯构件设计
3.
Second-order vibration analysis of beam-columns;
二阶效应的压弯构件振动分析
4) beam column
压弯构件
1.
Analysis of the buckling reliability of the beam column;
压弯构件稳定可靠性分析
2.
Load-deformation relationship curves of steel tube beam columns with rhombic sections are calculated by the ABAQUS software,and the calculated main parameters are steel yield strength and load eccentricity.
采用有限元软件ABAQUS对菱形截面的钢管压弯构件荷载—变形关系曲线进行计算,计算算例考虑的主要参数为钢材屈服强度和荷载偏心率。
3.
Based on catastrophe theory, the paper establishes cusp catastrophe model of instability of simply supported beam column.
应用突变理论建立了两端铰支的压弯构件失稳的尖点突变模型。
5) compression-bending member
压弯构件
1.
The buckling calculation for compression-bending members of concrete-filled rectangular steel tube is the best important in《Technical specification for structures with concrete-filled rectangular steel tube members》.
矩形钢管混凝土压弯构件的稳定计算是《矩形钢管混凝土结构技术规程》中最重要的构件计算。
2.
In this paper, a set of design methods on the compression-bending members in line with the up-to-date code of China are presented, on the basis of fire-resistant experimental research and theories in China and foreign countries.
本文主要通过国内外已有的钢结构耐火试验研究及理论发展，提出一套与现行规范适应的压弯构件的设计方法，从而使钢结构耐火计算得到简化，便于应用到实际工程中。
3.
In this paper, the research current situation at domestic and abroad and existing main research theory of CFST component is introduced, and M-φ hysteretic capability of CFST compression-bending member is resear.
本文介绍了国内外钢管混凝土构件的研究现状以及现有的主要研究理论,并对钢管混凝土压弯构件弯矩—曲率滞回性能进行了研究。
6) beam-columns
压弯构件
1.
Cyclic behavior of steel tube confined concrete beam-columns;
钢管约束混凝土压弯构件滞回性能的实验研究
2.
Tests of hysteresis behaviors of concrete filled steel tubular beam-columns with square sections;
方钢管混凝土压弯构件滞回性能的试验研究
3.
The in-plane stability design methods for I-section beam-columns with slender web used in Chinese codes GB50017-2003 and CECS 102:2002,though based on the same principle,differ greatly.
钢结构设计规范(GB50017-2003)、门式刚架轻型房屋钢结构技术规程(CECS1022002)关于宽薄腹工形等截面压弯构件的平面内稳定计算,虽然基本原理相同,但具体方法差别甚大。
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
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条