Chinese translation for "弹性极限"
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- el elastic limit
elasticity limit
elasticlimit
k-point
limit of elasticity
limitof elasticity
limitofelasticity
Related Translations:
极限组成: ultimate composition 极限高飞: an extremely goofy moviex-tremely goofy movie, an 相容极限: compatibility limit 极限推理: kyokugen suiri colosseu
- Example Sentences:
| 1. | Stresses beyond the elastic limit
超过弹性极限的应力 | | 2. | Elastic limit for compression
压缩弹性极限 | | 3. | Elastic limit for tension
拉伸弹性极限 | | 4. | High - elastic limit steel
高弹性极限钢 | | 5. | Compressive elatic limit
压缩弹性极限 | | 6. | Conclusion the changes of condylar shape induced by various operations directly influence its compressive mechanical properties and bone mineral content
3组髁突弹性极限负荷、最大负荷及刚度与骨密度之间均有显著或极显著意义的相关性，相关系数在0 . 862以上。 | | 7. | There was marked and extremely marked linear positive relativity among condylar elastic - limit load , largest load , stiffness and bone density , in which all relative coefficients exceeded 0 . 862
其弹性极限负荷及位移、最大负荷及位移以正常组为最高，而刚度及骨矿含量则以切削组为最高，减径组各项指标均最低。 | | 8. | So called ductility is the ability of transform when a structure or a chosen department of structure goes beyond the extreme of spring with no apparent degeneration
所谓延性，是一个结构或所选择的结构部分超越弹性极限后，在没有明显强度或刚度退化情况下的变形能力，即破坏之前截面或构件能承受多大的后期变形。 | | 9. | Firstly , the shear and normal stresses of tapered members under the transverse load or axial load are analysed , and the stresses formulas are obtained which are different from those of the prismatic ones . secondly , research is done on the in - plane inelastic stability of tapered members under axial loads about strong axis and weak axis . a new design method is suggested in which the tapered member is equivalent to the prismatic member with the cross - section at the larger end of the tapered member
同时由分析可知，目前采用的将变截面压杆按照弹性极限荷载等效的原则等效成以小端截面为准的等截面压杆的设计方法，在弹塑性阶段低估了压杆的承载力，即弹性等效的压杆在弹塑性阶段并不等效，实际变截面压杆的承载力比等效的等截面压杆的承载力要高。 | | 10. | Elastic theory and plastic theory are adopted in the analysis of the two section composite beam . elastic theory suggests , on the condition of the same steel beam section size , the composite beam for the floorslab is suited lower flanges convertion section stiffness cuts down by 75 . 1 % , elastic limit bending resistant capability cuts down by 47 . 9 % , than the composite beam for the floorslab is suited on the top flange . it s conversion section stiffness is lifted 8 . 0 % , elastic limit bending resistant capability is lifted 0 . 20 % , than the steel beam
弹性理论分析的结果表明，在钢梁截面大小相同的条件下，楼板位于钢梁下翼缘的组合梁和楼板位于钢梁上翼缘的组合梁相比，其换算截面刚度降低75 . 1 ，梁的弹性极限抗弯承载力降低47 . 9 ，楼板位于钢梁下翼缘的组合梁和纯钢梁相比，其换算截面刚度提高8 . 0 ，梁的弹性极限抗弯承载力提高0 . 2 。 |
- Similar Words：
- "弹性机垫" Chinese translation, "弹性机翼" Chinese translation, "弹性畸变" Chinese translation, "弹性积" Chinese translation, "弹性肌系统" Chinese translation, "弹性极限的抗压强度" Chinese translation, "弹性极限抗压强度" Chinese translation, "弹性极限能量" Chinese translation, "弹性极限应变" Chinese translation, "弹性极限应力" Chinese translation
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