1) tensile capacity
极限拉伸变形
1.
The relationship between tensile capacity of full-grade and wet-sieved concrete is analyzed with the propose model.
通过在细观层次上分析混凝土了内微裂纹的扩展演化规律以及对整体变形影响,建立了混凝土的应力应变关系模型,并分析计算了全级配和湿筛混凝土极限拉伸变形之间的关系。
2) limit tensile strain
拉伸极限应变
1.
On the basis of test data,this paper gives the probability distributions of the limit tensile strain of large full graded samples and small wet screened ones.
根据实测资料，给出了全级配混凝土大试件和与其对应湿筛后混凝土小试件拉伸极限应变的概型分布；给出大、小试件拉伸极限应变比值的概型分布和一定置信水平下的置信区间。
3) extreme stretch
极限拉伸
1.
Ltd controlled reservoir wall cracks of enhanced pumping station,the article discusses the problems of wall cracks of enhanced pumping station reservoir,and suggests some technical measures to control reservoir wall cracks effectively,such as to reduce to general temperature differences of common con- crete and to enhance the extreme stretch.
文章以湖南某铝业有限公司加压泵站贮水池池壁裂缝控制为例,具体探讨加压泵站贮水池池壁裂缝问题,提出以降低普通砼总温差和提高砼极限拉伸值等技术措施对池壁裂缝进行有效控制。
4) ultimate fiexural-tensile strain
极限弯拉变形
1.
Influence of polyacrylonitrile fiber on mortar dry shrinkage and ultimate fiexural-tensile strain properties are studied in this paper.
研究了聚丙烯腈纤维对砂浆的干缩和极限弯拉变形的影响。
5) ultimate tension
极限拉伸值
1.
In order to prevent the crack of concrete, many mass concrete in dams takes ultimate tension as the index of crack resistance.
为了防治混凝土发生裂缝,许多坝工等大体积混凝土在设计中提出抗裂要求,以极限拉伸值作为混凝土抗裂能力的指标。
6) tensile deformation
拉伸变形
1.
Study on tensile deformation characteristic of CrMnN stainless steel with metastable austenite;
含亚稳奥氏体铬锰氮不锈钢的拉伸变形特性研究
2.
Interfacial structure and tensile deformation behavior of 16Mn/Zn composites
16Mn/Zn复合材料界面组织结构与拉伸变形行为
3.
By using a mesomechanical analysis device,it was observed that during the tensile deformation of a copper bicrystal,the slipping ways and deforming amounts of two grains with different orientations are differential.
利用介观力学观察设备对Cu双晶拉伸变形行为进行了研究。
补充资料：拉伸应力-应变曲线
分子式：
CAS号：
性质：在拉伸试验中，对试样所受的拉力与相应应变所作的坐标曲线图。它能形象地表示出应力与应变的对应关系。试验常在恒定的应变速率与伸长率下进行。
CAS号：
性质：在拉伸试验中，对试样所受的拉力与相应应变所作的坐标曲线图。它能形象地表示出应力与应变的对应关系。试验常在恒定的应变速率与伸长率下进行。
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