tensile strain信息详情
拉伸应变;抗拉应变
tensile───adj.[力]拉力的;可伸长的;可拉长的
strain───n.(Strain)人名;(英)斯特兰;n.张力;拉紧;负担;扭伤;血缘;vi.拉紧;尽力;n.(植物、动物的)品种;种类;vt.拉紧;滥用;滤去;竭力
tensile toughness───断裂韧性
tensile test───[力]拉力试验;抗拉试验;拉力试验,拉伸试验,抗拉试验
tensile strength───[力]抗张强度;n.抗张强度
hag strain───和应变
tensile modulus───[力]拉伸模量;定伸强度;抗张模量
tensile structures───抗拉结构;拉膜结构
tensile load───拉伸负荷,拉伸载荷
There is a fracture process zone near the crack tip for the tensile strain softening materials.───在应变软化材料的主裂缝尖端存在一断裂过渡区。
The results show that the theoretical and experimental critical surfaces of the maximum tensile strain are very close.───结果表明,按最大拉应变理论所得到的理论临界曲面和试验临界曲面相当接近。
The effect of tensile strain on electrical resistance of continuous carbon fiber monofilament was investigated in this paper.───研究了连续碳纤维单丝的应变电阻效应,分析了在拉应力作用下其电阻率的变化规律。
We brought up a mechanical set up to apply external tensile strain.───我们建构了一种机制来施加外在的伸展应力。
The goal here is to understand the complex SPEG dynamics with large intrinsic tensile strain.───本实验研究的主要目的是为瞭解在具有强大内部张力应变下的复杂固态磊晶成长动力行为。
The reduction of Si band gap and the enhancement of light intensity under external tensile strain are observed.───在施加外加的伸展应力之下,我们观察到矽的能隙缩减还有光强度的增加。
When the tensile strain reaches the limit load, the force of tension suddenly becomes very small, because clusters structures change.───当拉伸应变达到承载极限,继续拉伸,力突然变的很小,这是因为团簇发生了结构变化。
Iron and steel - Method of determination of the tensile strain hardening exponent n of steel sheet and plate.───钢铁.钢薄板和板材拉伸应力硬化指数n的测定方法
The tensile strain of the intermediate liner may cause tension cracks in the compacted clay liner.───中间衬垫系统的拉伸应变可能导致压实黏土层发生破坏。
The effect of tensile strain on electrical resistance of continuous carbon fiber monofilament was investigated in this paper.
It is pointed out that the circles of thermal fatigue are ones of plastic compressive strain and elastic tensile strain.
When the ratio not more than 0.2, CFRP tensile strain can reach or exceed the permissible strain at ultimate capacity state, and therefore CFRP can work efficiently.
The control parameters are maximum tensile strain at the bottom of structural layers, vertical compressive strain on the top of roadbed and deflection on the surface of pavement.
Perpetual pavement structure design uses tensile strain index and vertical compressive strain index to control the structure fatigue life, and uses shear index to ensure that surface distr.
The upshift of valence band edge and the downshift of conduction band edge under tensile strain are responsible for that.
Conversely, low to moderate tensile strain and stress is associated with direct repair, or intramembranous ossification.
To break down the eutectic carbide network of A-cast structure with grain size 4-5 grade, tensile strain of 60% is needed.
In the eastern area, the tensile strain is very intensive, while the compressive strain is very weak.
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