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1)  stored energy
变形储存能
1.
The distributions of the stress, strain and stored energy in hot deformed austenite were simulated by crystal plasticity finite element method (CPFEM) to evaluate quantitatively the deformation behavior on a mesoscale.
为了定量描述热变形奥氏体在介观尺度上微观变形的非均匀性,采用晶体塑性有限元方法(crystal plasticity finite element method,CPFEM)模拟了C-Mn钢在不同变形条件下的变形行为,得到了在介观尺度上奥氏体的微观应力应变和变形储存能分布。
2.
The dislocation density and stored energy of hot deformation were calculated to evaluate quantitatively the effect of hot plastic deformation of austenite oil the kinetics of subsequent, ferrite transformation.
为了定量考虑热变形对普碳钢奥氏体向铁素体转变的影响,计算了热变形的C-Mn钢中的位错密度和变形储存能
2)  deformation stored energy
形变储能
1.
The relationship between deformation stored energy and secondary recrystallization texture was analyzed in order to clarify forming mechanism of secondary recrystallization texture.
利用X射线衍射技术测定了双取向硅钢的微结构和织构,分析了形变储能与二次再结晶织构之间的关系,以探讨二次再结晶织构形成的机制。
2.
Microstructure revolution of hot-rolled strip was investigated for non-oriented silicon steel by using concepts of deformation stored energy,fault energy,cross slipping,phase transformation,phase transformation and precipitation inducted by deformation as well as re-crystallization inducted by phase transformation and strain and stress.
运用形变储能、层错能、交滑移、相变、形变诱导相变和析出、相变应力应变诱导再结晶等概念和有关原理探讨了热轧组织演变规律,并分析了4种不同成分钢种热轧组织的形成机理。
3)  Strain energy storage index
应变能储存指标
4)  memory mapping enable ,MME
存储变换赋能位
5)  displacement capacity reservation
变形能力储备
1.
The concept of displacement capacity reservation in seismic design of highway bridges is put forward.
针对我国公路桥梁抗震设计现状,指出当前迫切需要改进的一些问题,并提出桥梁结构抗震设计应在满足强度需求的同时,还应着重于结构变形能力储备—即延性能力储备的抗震思
6)  Transformation and transposition of data storage
变形换位数据存储
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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