1) plateau stress
平台应力
1.
The empirical formulas for peak stress,peak strain,plateau stress and the strain at the starting point of plateau of steel tube confined high strength concrete with the confinement index of 0 28～1 1 are obtained.
研究给出套箍指标为 0 2 8～ 1 1的钢管高强混凝土峰值应力、峰值应变、平台应力 (即残余应力 )、平台初始应变的算式 ;给出了钢管高强混凝土应力 应变全曲线方程及曲线参数的建议公
2.
The cushioning properties of paper honeycombs are mainly decided by the value of plateau stress and the length of plateau strain section during compression process.
纸蜂窝材料的优化设计包括纸蜂窝结构的优化设计和蜂窝原纸的优化选材,纸蜂窝的缓冲性能主要由纸蜂窝压缩过程中所能承受的平台应力的大小和平台应力区的长度来决定。
3.
The influences of the imperfection and impact velocity on the deformation mode and plateau stress are investigated.
对含缺陷蜂窝结构平台应力的研究发现,当变形模式为过渡模式或动态模式时结构平台应力与冲击速度的平方成线性关系。
2) stress plateau
应力平台
1.
The elasto plastic instability and stress plateau have been found in the CrNi metastable austenite stainless steel at -196℃.
亚稳态的 Cr Ni系奥氏体不锈钢在 - 1 96℃拉伸应力应变曲线发现有弹塑性失稳与应力平台现象 ,试验结果表明应变率增加 ,εphεL 增大。
3) super long stress plateau
超长应力平台
1.
The experimental results show that the stress plateau length and its proportion to the total strain increase with the increasing strain rate;then at high strain rate,it evolves into a super long stress plateau with length approaching 20%, and 40% proportion to the total strain.
结果表明 ,应变率增加 ,应力平台长度εL 增加 ,平台长度占总应变的比例 β也随之增加 ,并在高应变率时演化为平台长度近 2 0 % ,平台长度占总应变比例约 40 %的超长应力平台。
4) electric power emergency management platform
电力应急管理平台
1.
Based on the researching on electric power emergency management in depth,the authors propose a conception of electric power emergency management platform and discourse upon the relation between electric power emergency management platform and power dispatching system during emergency management process.
对电力应急管理进行了深入研究,提出了电力应急管理平台的概念,论述了电力应急管理平台和电力调度系统在应急管理过程中的关系。
5) prestressed concrete platform
预应力混凝土平台
6) pre-stressed concrete offshore platform
预应力混凝土海洋平台
1.
The features of reinforcement optimization design of pre-stressed concrete offshore platform is studied.
分析了预应力混凝土海洋平台配筋优化设计的特点 ,建立了其截面配筋的混合离散变量优化设计模型 ,将竖向和环向单位宽度范围内预应力钢绞线、普通钢筋的根数以及单根受力筋的截面面积或者直径作为离散变量 ,混凝土平台罐体的壁厚作为连续变量 ,混凝土平台的材料总造价作为目标函数 ,规范对混凝土平台的强度、抗裂及构造等要求作为约束条件。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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