1) Uniaxial tensile test
直接拉伸试验
1.
Uniaxial tensile test is the only test method to verify a cementitious composite is strain hardening or not.
配制了23组应变硬化水泥基复合材料,利用改进的直接拉伸试验方法测试其直接拉伸性能,并依此判定属于UHTCC的配比。
2.
A modified uniaxial tensile test method is presented for ultra-high toughness cementitious composites(UHTCC).
对已有应变硬化水泥基复合材料薄板型试件的直接拉伸试验方法进行改进,并利用改进后的测试方法研究超高韧性水泥基复合材料(Ultra High Toughness Cementitious Composite,简称UHTCC)的受拉性能,通过试验系统地给出利用国产基体原材料配制的超高韧性水泥基复合材料的直接拉伸特性,具体包括直接拉伸应力-应变曲线和极限裂缝宽度等特征指标。
2) direct tension experiment
直接拉伸实验
1.
Study has found that direct tension experiments based on adhesive axial tension may adapt to most rock-like materials.
采用粘贴式轴拉方法实现了类岩石材料的直接拉伸实验,通过在类岩石材料试件中预制表面裂纹研究了类岩石材料中表面裂纹的扩展模式。
3) indirect tensile test
间接拉伸试验
1.
A digital image processing system instead of the traditional displacement sensor data acquisition system was used to the indirect tensile test of asphalt mixtures,and their displacement field and damage form in meso-structure were recorded.
将数字图像测量系统替代传统的位移传感器采集系统应用于间接拉伸试验,得到沥青混凝土细观结构上的位移场分布和破坏形态。
2.
The changing law of Poisson\'s ratio of asphalt mixtures was obtained and analyzed by comparing the results of two measuring methods based on indirect tensile test and uniaxial compression test.
为探讨沥青混合料泊松比的变化规律,运用基于间接拉伸试验和单轴压缩试验两种试验方法对沥青混合料泊松比进行了测定对比分析,提出了间接拉伸试验更适合于沥青混合料泊松比测定的观点。
4) direct tension
直接拉伸
1.
Stress analysis of concrete in uniaxial direct tension;
混凝土单轴直接拉伸受力分析
2.
Experimental research on deformation of rocks in direct tension and compression;
岩石直接拉伸与压缩变形的试验研究
3.
Cycle loading tests of rock samples under direct tension and compression and bi-modular constitutive model;
岩石直接拉伸与压缩变形的循环加载实验与双模量本构模型
5) tensile test
拉伸试验
1.
On the Tensile Failure and Material Failure in the Tensile Test of Metal Material;
论金属材料拉伸试验中的拉伸失稳与材料失稳
2.
A SEARCH FOR TENSILE TEST IN SURVEYING TENSILE STRENGTH OF METAL MATERIAL;
对拉伸试验测试金属材料强度的探讨
3.
Study on several question existed in tensile test of cold-rolled and twisted bars;
关于冷轧扭钢筋拉伸试验中若干问题的探讨
6) tensile testing
拉伸试验
1.
Interlaboratory round robin comparison of tensile testing and the proficiency analysis of plastic indexes;
拉伸试验的验证比对与延塑性指标能力分析
2.
The internal structure and fracture features in samples 45 steel after tensile testing is perfectly ana- lyzed in this paper.
对45钢力学拉伸试验后试样的内部组织结构及断口的全面分析,认为钢中存在较高含量的氢是造成钢材脆性断裂的主要原因。
3.
Under the influence of notch effect,plastic deformation and other mechanical behavior parameters on different section of specimen about plastically metallic material were studied by means of tensile testing.
通过拉伸试验研究了在"缺口效应"影响下塑性金属材料试样不同截面处的塑性变形规律及其它常规力学性能指标,结果表明所试验金属材料缺口拉伸塑性变形主要集中发生在缺口附近局部区域,同时探讨了增加"缺口塑性"这一新的性能指标及建立相关试验标准的必要性。
补充资料:直接
不经过中间事物的。与“间接”相对:直接取用|直接关系。
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