elastic limit造句

• Elastic limit yeung ' s module of elasticity to yield point
  弹性限度阳氏弹性系数及屈服点
• Stresses beyond the elastic limit
  超过弹性极限的应力
• Strsses within the elastic limit
  弹性范围内应力
• Elastic limit for compression
  压缩弹性极限
• Elastic limit for tension
  拉伸弹性极限
• High - elastic limit steel
  高弹性极限钢
• Apparent elastic limit
  视弹性限度
• 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 。