Chinese translation for "strength limit"
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- 强度极限
Related Translations:
- Example Sentences:
| 1. | Test method for metallic fibered concrete - measuring the flexural tensile strength limit of proportionality , residual
金属纤维混凝土试验方法.测量柔性抗拉强度 | | 2. | After pretension 0 . 1 strain and pretorsion to 14 , whereas the strength limit keep on increasing in company with the pretorsional capacity
其中屈服极限在预拉伸应变0 . 1后再预扭转14后达到最大值，而强度极限随着预扭转量的提高不断增大。 | | 3. | Some primary researches are given in this paper , combined with the project - stability evaluation of concrete high arch dam of tengzigou , which is cooperated between hydraulic structure center of hohai university and dongbei hydroelectric investigation & design ltd . considering actual research work and specification , either concrete strength limit analysis of dam or shear failure of seams in rock abutments are taken singly into account for safety evaluation of high arch dam
本文就这个问题，结合河海大学水工结构所和水利部东北勘测设计研究有限责任公司的合作项目?藤子沟水电站双曲拱坝整体稳定性分析，在这方面做了一些初步研究。现行规范将坝体混凝土强度校核和坝肩稳定安全度评价分开进行，没有考虑两者的关联性，然而这两类破坏常常是相互联系，伴随发生的。 | | 4. | Comparing with these several strengthen formal , towards strength limit ' s improvement , the effect of torsion - tension and tension - torsion - tension was close ; simply tension - torsion - tension required a little larger prestrain quantity . whereas , towards yield limit " s improvement , the effect of torsion - tension - tension action ' s strengthen was the best
从几种硬化形式的比较来看，对于强度极限的提高，扭转-拉伸和拉伸-扭转-拉伸的强化效果相近，只是拉伸-扭转-拉伸所需的预应变量要大一些；而对于屈服极限的提高，扭转-拉伸-拉伸作用下的强化效果最佳。 | | 5. | Taking the contact stress , bend stress stiffness and temperature stress as the condition , taking the weight of the kiln tyre as optimization aim function , the redia and the width of the tyre are optimized general optimize methods just consider the affecting of the parameters to aim function , but in fact , structural parameters ( such as structure dimension , interval and so on ) , physics and dynamics ( damp factor , conduct factor , friction factor material ' s elastic module strength limits and so on ) , which would be changed after used . the difference are called discrepancy robust design ' s basic concept is : all design parameters " discrepancy will affect the aim funct ion and arouse the quality target discrepancy
一般的优化方法，仅仅考虑了参数对其目标函数的影响，而实际情况下有些参数是变化的，产品的结构参数（如几何尺寸、间隙等） 、物理和力学参数如阻尼系数、传导系数、磨擦系数、材料的弹性模量和强度极限等的设计值与制造后和使用中的实际值会有差异，这种差异称为设计变量和噪声因素的变差。 | | 6. | When the a3 steel specimen was operated by tension - torsion - tension action , both the yield limit and strength limit had very large improved compared with that of monotonic tension . the improve scope of the yield limit could be 109 . 36 % , the strength limit could be 56 . 26 % . the yield limit value reached the max
A3钢试件在拉伸-扭转-拉伸作用下的力学性能与单一拉伸相比，试件的屈服极限和强度极限都有很大提高。屈服极限提高幅度最高可达109 . 36 ，强度极限提高幅度最高可达56 . 26 。 | | 7. | This paper presents a manufacture and calculating method for castellated beams . according to the method , three beams are designed and tested , the detailed and trustworthy experimental data are obtained . in comparison of the castellated beam with the circular hole castellated beams during the process , that the yield of load and the strength limit for the latter are higher than the former is verified
本文通过设计制造两种不同截面形式的3根蜂窝梁( 2根圆孔、 1根六边形孔) ，进行了两点集中荷载下的试验，取得了较为翔实可靠的试验数据，通过整理与分析，对两种蜂窝梁的整体受力性能和承载力作出评价，得出圆孔蜂窝梁的屈服荷载和极限承载力都高于六边形孔蜂窝梁的结论。 | | 8. | After pretorsion the successor tensile yield limit and strength limit both improved very highly , but the trend of the increase of the strength limit was suspended till the pretorsional capacity reached 17 , when the pretorsional capacity was greater than17 ( prestrain value was 81 . 19 % of total strain ) , the successor strength limit rapid failed and approached the yield limit . this illustrate the a3 steel specimen translate from plasticity into friability after pretorsion strengthen . when the specimen was operated by tension - torsion action , the yield limit had very large improved , but the strength limit changed very little . furthermore , the trend of the increase of the strength limit was suspended till the pretension capacity reached 0 . 25 ( prestrain value was 66 . 93 % of total strain )
A3钢试件在预扭转后，后继拉伸屈服极限和强度极限均有很大提高，但强度极限的增大趋势到预扭转量为17为止，预扭转量大于17 (预应变值为总应变的81 . 19 )后强度极限迅速下降，与其屈服极限接近，这说明a3钢试件经预扭转强化后逐渐由塑性转化为脆性。该预应变值为a3钢试件的韧脆转变点。 a3钢试件在拉伸-扭转作用下，屈服极限有很大提高，但强度极限没有多大改变，而且，屈服极限的增大趋势到预拉伸量为0 . 25应变(预应变量为总应变量的66 . 93 )后就不再增加。 |
- Similar Words：
- "strength increase" Chinese translation, "strength index" Chinese translation, "strength investigation" Chinese translation, "strength joint" Chinese translation, "strength level" Chinese translation, "strength loss" Chinese translation, "strength margin" Chinese translation, "strength maturity factor" Chinese translation, "strength member" Chinese translation, "strength modulus" Chinese translation
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