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延性破坏的英文

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"延性破坏"怎么读用"延性破坏"造句

英文翻译手机手机版

  • ductile failure
  • ductile fracture
  • ductile rupture

例句与用法

  • The testing results indicate that the hrb400 reinforced concrete members worked well and have obvious failure marks
    试验结果表明,采用hrb400级钢筋的混凝土构件具有较好的受力性能,均实现了延性破坏
  • But the seismic investigation shows the unavoidable shear failure of columns . on the other hand , the ductility of structures is vital to ? apacity design * philosophy in seismic design
    在抗震设计中,应用能力设计法设计钢筋混凝土结构时,须保证结构具有良好的延性破坏机制。
  • The testing results indicated that the hrb400 reinforced concrete members worked well and members have obvious failure marks . the bend behaviors of concrete banding members with hrb400 steel can meet the requirements of the code
    试验结果表明,采用hrb400级钢筋的混凝土构件具有较好的受力性能,均实现了延性破坏,其承载力具有较大的余量。
  • The paper studies the effect of end - plate to initial connection stiffness , ductility failure of beam , strength of panel zone and contact states itself through analysis of different thickness of end - plate in the extended end - plate connection . 3
    对节点中不同厚度端板的静力分析,深入研究了端板对节点的初始连接刚度、梁的延性破坏、柱腹板承载力以及其本身接触状态的影响; 3
  • The experimental results show that the seismic behavior of strengthened joints is improved significantly by the scheme , which successfully enhances the shear capacity by about 22 % , transforms the failure mode to be ductile , raises the ductility coefficient over 4 , delays the strength degradation and stiffness degradation , and upgrades the energy dissipation capacity
    试验结果表明:加固能够有效地提高节点的极限受剪承载力22 %左右,改变节点的破坏模式为梁端延性破坏,提高节点的延性系数到4以上,改善节点的承载力退化和刚度退化,提高节点的能量耗散能力,从而显著改善了梁柱节点的抗震性能。
  • Taking an ultimate deflection more than 1 / 50 of calculating span as the determinant term , by the means of numerical analysis and regress equation respectively , this paper discusses the reasonable stretching controlling stress of usual span and reinforcement slabs for design reference
    以极限挠度达到跨度的1 50作为延性破坏的判定指标,本文分别运用数值分析程序试算和回归方程得出了常用跨度、常用配筋的中强( 1270mpa )螺旋肋钢丝预应力混凝土空心板的张拉控制应力的取值,供设计参考。
  • It can be seen from the results that the control beam had good plastic property in the static failure experiment after two million fatigue loading circles . all specimens with corroded main bars were failure under the fatigue loads within one million fatigue circles . fatigue lifespan of reinforced concrete beam was sharply shortened after main bars corroded in it and the beam was destroyed bristly without any prediction
    试验结果表明,振动测试不能够对锈蚀钢筋混凝土梁的疲劳破坏做出可靠的预测;对比梁在经过200万次疲劳循环加载后的静力试验中仍表现出良好的延性破坏特征;锈蚀梁在100万次疲劳循环内均因主筋疲劳断裂而破坏;主筋锈蚀使得梁的疲劳寿命急剧缩短;梁发生脆性破坏而没有征兆。
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