3) elastic-plastic stability
弹塑性稳定破坏
5) elasto plastic instability
弹塑性失稳
1.
A new type of tensile curve, which exhibits elasto plastic instability(EPI),stress plateau and unconstant hardening exponent n, has been found at-196 ℃ in metastable material with low stacking fault energy(SFE).
曲线表现为弹塑性失稳εｐｈ 、应力平台εＬ 及硬化指数ｎ 为不恒值的３ 个特点。
2.
A general static model of the bridges compression members under concentrated transverse loads is set up in simulation of the simple model supporting the Shanley Theory which can satisfactorily explain the behavior of the axially loaded compression member in elasto plastic instability.
借助中心压杆弹塑性失稳的山雷 (Shanley)理论 ,利用静力平衡条件 ,针对桥梁结构中各型承压杆件在横桥向集中荷载作用下的梁 柱力学行为进行了建模分析 ,提出了横向临界力概念 ,探讨了横向集中荷载最不利作用位置的确定方
6) plasto-perfect plasticity stability analysis
弹-完全塑性稳定分析
补充资料：冲击波弹(见减少剩余放射性弹)
冲击波弹(见减少剩余放射性弹)
shock wave weapon
Cnonglloodon冲击波弹(shock wave weapon)见减少剩余放射性弹。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条