bending test的例句大全

An effective three-point bending test based on compound beam theory is introduced.

介绍了利用复合梁理论测量高速电弧喷涂层弹性模量的方法.

A method to solve tension softening relationship of concrete obtained a three-point bending test is presented.

确立了分别基于开裂强度准则和断裂韧性准则的由三点弯曲实验确定混凝土材料抗拉软化关系的方法.

A special machine with scanning electron microscope ( SEM ) used was designed for three point bending test.

设计了一种可用扫描电镜 ( SEM ) 动态观察、专门用于三点弯曲试验的特殊装置.

The impact fatigue property of cemented carbide was studied by impact bending test in this paper.

采用冲击弯曲试验研究了硬质合金的冲击疲劳性能.

For uniform isotropic materials, bending modulus of three point bending ( TPB) test and four point bending ( FPB) test are almost the same and they are almost equal to material ′ s tensile modulus.

对于均质各向同性材料，三点弯曲实验和四点弯曲实验得到的弯曲模量与拉伸模量基本上一致。

Being aimed at the stressing and damaging reasons of bridge surface layers, this paper mainly deals with the bending resistance test and wear test of steel fiber concrete materials, analyzes the bending performance of steel fiber concrete, and expounds the wear-resisting mechanism.

针对桥面铺装层的受力状况和破坏原因，重点对钢纤维砼材料进行了抗弯强度试验和耐磨损试验，并进行了钢纤维砼弯曲性能分析，闸述了钢纤维砼的耐磨机理；

Beam bending test of RPM pipe and control of beam bending strain in construction

RPM管梁弯曲试验及其梁弯曲应变的工程控制

Primary Study of Bending Resonance Test Method of Acoustic Material Damping Property

声学材料阻尼性能弯曲共振试验方法初探

It is investigated that the influence of Bauschinger Effect on yield strength of tube body by using four point bending test to simulate the tube making process at varying stress strain amplitudes.

采用X65钢板在四点弯曲加载条件下，模拟输油管制管过程中不同应变量下的应力&应变过程，研究包申格效应对输油管管体屈服强度的影响。

Test Research on the Bending Resistance of Segment for Subway Shield Tunnel

地铁盾构管片弯曲变形特性试验研究

Test and Research of Concrete Creep for Beams Under Pure Bending Loads

纯弯曲混凝土梁的徐变试验研究

According to the law of crack development and mechanical index correlation analysis results, use the maximum bending force, shearing force and fracture energy as the main mechanical parameters, put forward the test design method.

基于裂缝动态发展规律与力学指标关联度分析结果，以最大弯曲力、层间剪切力和断裂能作为主要设计参数指标，提出配合比设计的试验方法。

This paper presents the test results of the deformation of the dike, the bending moment and soil resistance of the pile near the dike at different construction and operation periods.

试验给出围堤及码头在施工期和运行期的变形过程，同时给出部分钢管桩受围堤及地基变形影响产生的水平位移、弯矩和土抗力的变化曲线。