1) uniaxial pull
单轴受拉
1.
Stress-Strain curve of concrete with different content of fly ash under uniaxial pull and compression
粉煤灰掺量对混凝土单轴受拉受压应力-应变曲线的影响
2) axial tension
轴心受拉
1.
Making of specimens for young concrete in axial tension;
早期混凝土轴心受拉试件的制作
2.
Stress analysis of reinforced concrete s axial tension component under action of thermal difference;
温差作用下钢筋混凝土轴心受拉构件的应力分析
3) uniaxial compression
单轴受压
1.
Constitutive relation of sulfate attacked concrete under uniaxial compression;
硫酸盐腐蚀后混凝土单轴受压本构关系
2.
Stress-strain curves under uniaxial compression of sulfate attacked concrete;
硫酸盐腐蚀后混凝土单轴受压应力应变全曲线
3.
Monitoring change of structure of road foundation soil in uniaxial compression test with CT;
路基填土单轴受压细观结构CT监测分析
4) Uniaxial tension
单轴拉伸
1.
Numerical simulation of fracture propagation of rock under uniaxial tension;
岩石单轴拉伸破坏过程的数值模拟
2.
A series of ratcheting tests and uniaxial tension tests were conducted on 63Sn-37Pb at room temperature,and the effect of loading history on ratcheting strain rate and elongation of material was observed.
在室温下通过对63Sn37Pb进行一系列棘轮实验和单轴拉伸实验,得到加载历史对材料棘轮应变累积速率以及延伸率的影响关系。
3.
In this work, three methods including bulge testing, uniaxial tension testing a.
为了获得此类多孔膜的弹性常数,本文用鼓膜法结合散斑干涉实验方法、单轴拉伸结合双光束干涉法和多普勒测振仪三种方法测量氧化铝多孔膜的弹性模量,得到的宏观弹性模量基本相同,并对三种方法的优缺点进行了比较,分析了多孔氧化铝膜与块状氧化铝材料或致密氧化铝膜力学性能的差异。
5) uniaxial tension
单轴抗拉
1.
Numerical simulation for the size effect of the uniaxial tension strength of rolled concrete;
碾压混凝土单轴抗拉强度尺寸效应的数值模拟
6) uniaxial tensile
单轴拉伸
1.
Based on the fracture mechanics,damage mechanics and harmonization theory,a micro-crack damage constitutive model is established through considering the mechanical characteristic of brittle rock under uniaxial tensile loading.
利用断裂力学、损伤力学和均匀化原理,对脆性岩石单轴拉伸条件下的力学特性进行分析,建立了脆性岩石的微裂纹损伤本构模型。
2.
ECC shows strain-hardening and multiple cracking performances in uniaxial tensile test.
试验研究了3种纤维掺量聚乙烯醇纤维增强水泥基复合材料(PVA-ECC)的单轴拉伸力学性能及纤维掺量对ECC力学性能的影响规律,探讨了裂缝扩展宽度与轴拉应力的关系,分析了ECC拉伸断裂能与特征长度。
3.
ECC can show strain-hardening and multiple cracking performances in uniaxial tensile test.
研究了3种纤维掺量UF纤维素纤维增强水泥基复合材料(UF-ECC)的单轴拉伸性能及纤维掺量对ECC力学性能的影响规律,探讨了裂缝扩展宽度与轴拉应力的关系,分析了ECC的拉伸断裂能与特征长度。
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