塑性失稳,plastic instability英语短句,例句大全

塑性失稳,plastic instability
1)plastic instability塑性失稳
1.The instability includes elastic instability and plastic instability in open-die extrusion.长轴类零件开式挤压失稳包括弹性失稳和塑性失稳。
2.This paper analyzes the plastic flow and instability of the damaged materials with strain hardening and strain-rate sensitivity under uniaxial tension, and discusses the relationship between the plastic instability and strain to fracture and parameter of material n, m.讨论另外两种实验情况下,塑性失稳应变,断裂应变与材料参数n,m的关系,同时说明了等应变速率单向拉伸可简化为这两种实验的复合。
3.The effect of micro-damage on the plastic instability in uniaxial tensile testing has been studied in this paper.本文研究了单轴静拉伸条件下微孔损伤对塑性失稳的影响。

英文短句/例句

1.The Analysis of "Plastic Instability" Phenomenon of the Equal-thickness Spherical Shell under Uniform Intrinsic Pressure;均布内压等厚球壳局部塑性失稳研究
2.Analysis of Elastic-Plastic Buckling of Component under the Axial Compressive Load and Bending Moment基于ANSYS压弯构件弹塑性失稳分析
3.The Large Deformation for Plastic Instability Phenomenon of the Cylinder Shell under Uniform Intrinsic Pressure;圆柱壳在均布内压下的大变形弹塑性失稳
4.Analytical Solution of Elastic-Plastic Buckling of an H-shaped Steel Column Wrapped by Carbon Fibre under Axial Compressive Load and Bending Moment碳纤维增强的H型压弯钢柱弹塑性失稳分析
5.Analysis of Elastic-Plastic Buckling of Member with Residual Stresses Wrapped by Carbon Fibre under the Axial Compressive Load and Bending Moment;碳纤维增强有残余应力压弯构件弹塑性失稳分析
6.Plastic and Superplastic Tensile Instability and Mechanical Analysis in Metals;金属塑性与超塑性拉伸失稳及其力学解析
7.Criteria for the Plastic Energy Catastrophe of Rockmass Engineering Instability and Their Application岩体工程失稳的塑性能突变判据及其应用
8.Critical Strain of Load Instability Under Super-plastical Tensile Test of AZ31 AlloyAZ31镁合金超塑性拉伸载荷失稳的临界应变量
9.Especially for the tough, ductile materials used in nuclear plant piping, ordinary plastic collapse analyses will possibly suffice.尤其是对于核电管道的韧性材料，一般的塑料失稳分析可能足够了。
10.Study of Plastic Tensile Instability and Buckling in Hyperbolic Thin Metal Shells with Circular Base and Application in Engineering;金属圆底双曲薄壳塑性拉伸失稳与屈曲研究及其工程应用
11.If the order of buckle or plastic kings is different, the failure modal is different.构件失稳或形成塑性铰的顺序不同即失效路径不同,失效模式的安全余量也不同。
12.wettest stable consistency塑性混凝土稳定稠度
13.Elasto-Plastic Analysis of Popcorn Failure Caused by Cavitition Unstable Growth in Plastic IC Packaging Material孔穴不稳定增长导致高聚物电子封装材料“爆米花”失效的弹塑性理论研究
14.Buckling Analysis of Plastic Pipe Reinforced by Winding Steel Wires under External Pressure;钢丝缠绕增强塑料复合管外压失稳研究
15.Large Deformation Elastic-Plastic Analysis of Soil Stability by Finite Flement Method;土体稳定性弹塑性大变形有限元分析
16.Fem Analysis of Elasto-Plastic Large Deformation on Slope Stability;边坡稳定性弹塑性大变形有限元分析
17.Plastic slip stability analysis of gangue granular media矸石散体塑性滑移的稳定性评价分析
18.Analysis of Elastic-Plastic Stability for Middle Steel Tower of Triple-Tower Suspension Bridge三塔悬索桥钢中塔弹塑性稳定性分析

相关短句/例句

plastic collapse塑性失稳
1.in reference [1],between tearing instability stress and plastic collapse stress under simple loading for circumferential throughwall crack of pipes, a new approximate relation between them under combined loading is established.本文依据文献［１］所建立的管道环向裂纹在简单加载下的撕裂失稳与塑性失稳应力的近似关系式，构造了复合加载下撕裂失稳与塑性失稳应力的工程近似关系表达式：并针对４种材料、４０种裂纹构形工况，进行了失稳评定计算：经与文献［２］提出的精细分析方法所得的结果对比，一般偏离不超过４％，满足了工程评定要求，鉴于ＬＢＢ稳定性分析的工程估算方法易于被非专业人员掌握和接受，并能省时省力，预计将能对ＬＢＢ评估技术的发展起重要的作用。
2.In this paper, authors established the approximate relative expression of tearing instability stress and plastic collapse stress under simple loading for circumferential throughwall cracks in pipes.本文建立了管道环向贯穿裂纹在简单加载下撕裂失稳与塑性失稳应力的近似关系式，研究结果表明：对于管道环向贯穿裂纹，其在简单拉伸下的撕裂失稳与塑性失稳的应力比，和在纯弯加载下的斯裂失稳与塑性失稳的应力比，近似相等，并已通过实际裂纹构形的具体评定计算，得到证实。
3)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
4)thermoplastic instability热塑性失稳
5)elasto plastic deformation instability弹塑性变形失稳
6)plastic shear instability塑性剪切失稳