弹粘塑性,elasto-viscoplasticity
1)elasto-viscoplasticity弹粘塑性
1.Elasto-Viscoplasticity Dynamic FEM Analysis for Geogrid Reinforced Soil Retaining Wall;格栅加筋土挡墙弹粘塑性动力有限元分析
2.Based on introducing elasto-viscoplasticity formulas of multi-laminate framework model,the particular nonlinear algorithm is developed and corresponding procedure is compiled.运用多层结构模型来分析节理岩体的力学特征,在简要介绍多层结构模型弹粘塑性理论的基础上,制定了反映多层结构模型特点的非线性算法,编制了相应的有限元程序。
英文短句/例句

1.Finite Element Method of Elasto-Plastic Problems of Media with Interfaces and Its Finite Element Algorithm of Elasto/visco-plasticity交界面介质的弹塑性问题的有限元法及其弹粘塑性有限元算法
2.Studies on the One-Dimensional Elastic-Viscoplastic Consolidation Behavior of Structured Soft Clay;结构性软土一维弹粘塑性固结性状研究
3.Elastic-Viscoplastic Consolidation Theory of Non-linear Rheologic Structured Soft Clay and Settlement Calculation of Vertical Drains Ground非线性流变结构性软粘土弹粘塑性固结理论及砂井地基沉降计算
4.The principle of3 D elasto-viscoplastic block element method is introduced.介绍了三维弹粘塑性块体单元法的基本原理。
5.DESIGN SENSITIVITY ANALYSIS BY ELASTO-VISCOPLASTIC BEM用于设计灵敏度分析的弹粘塑性边界元法
6.The Elastic-viscoplastic Field at the Tip of a Dynamic Propagating Crack in Power-hardening Materials幂硬化材料动态扩展裂纹尖端的弹粘塑性
7.Elasto-Viscoplasticity Dynamic FEM Analysis for Geogrid Reinforced Soil Retaining Wall;格栅加筋土挡墙弹粘塑性动力有限元分析
8.The Elastic-viscoplastic Field at the Mixed-mode Steadily Propagating Crack-Tip under Compression and Shear;压—剪混合型定常扩展裂纹尖端的弹粘塑性
9.Finite Element Analysis on Dynamic Response of Saturated Elasto-viscoplastic Porous Media;弹粘塑性饱和多孔介质动力响应的有限元分析
10.An Elastic-viscoplastic Finite Element Analysis of Dental and Jaw Subjected to Orthodontic Forces矫治力作用下牙颌正畸的弹粘塑性有限元分析
11.Research on the Viscoelastic-Viscoplastic-Damage Model of Structural Soft Soil;结构性软土的粘弹塑性损伤模型研究
12.Investigation into Viscoelastic-Plastic Fracture Parameters of Asphalt Mixture沥青混合料粘弹塑性断裂参数的研究
13.Viscoelastic Constitutive Model of In-Mould Decoration Films模内镶件注塑膜片的粘弹性本构模型
14.Simulation of viscoelastic heat during ultrasonic welding of thermoplastics超声波塑料焊接粘弹性热的仿真计算
15.The numerical analysis of visco-elastic-plastic Biot′s consolidation for soft clay foundation软粘土地基粘弹塑性比奥固结的数值分析
16.Modification of SBS Thermoplastic Elastomer and Application for Adhesive热塑性弹性体SBS改性及在胶粘剂中的应用
17.Nonlinear Static/Dynamic Analysis of the Viscoelastic and Viscoplastic Structures with Damage Effects;考虑损伤效应的粘弹性与粘塑性结构的非线性静动力分析
18.A Statistical Theory of Viscoelasticity and Its Application for Styrene-Diene Block Copolymers-Thermoplastic Elastomers Dissertation;苯乙烯—二烯嵌段共聚物热塑性弹性体的粘弹性统计理论及其应用
相关短句/例句

elastic viscoplastic弹粘塑性
1.One-dimensional elastic viscoplastic consolidation model and its application;一维弹粘塑性固结模型及其应用
2.Based on the analysis of soft soil structure characteristics,a new one\|dimensional elastic viscoplastic consolidation model is established from view of soil mechanics.基于软土的结构性分析 ,从土力学研究角度建立了考虑结构性的一维弹粘塑性固结模型。
3.In this dissertation, a new one-dimensional elastic viscoplastic consolidation model is established based on the analytic result of consolidation of the structured s.本文以天然土固结压缩试验研究成果为基础,建立了一个结构性土的一维弹粘塑性固结模型,并通过该模型对天然土、扰动土的固结性状进行系统、全面的分析研究。
3)elastic-visco-plastic弹粘塑性
1.According to the rheologic property of an interface, a elastic-visco-plastic constitutive model is proposed in the paper.推导了三维接触面的弹粘塑性本构关系,并将其与普通单元耦合,研制了三维弹粘塑性有限元软件。
2.The elastic constitution and elastic-visco-plastic constitution for the interface and soil have been employed in programming 3D-FEM for the soft saturated clay in Shanghai.本文对桩采用弹性本构模型 ,而对桩土接触面及土采用弹粘塑性本构关系 ,研制了三维弹粘塑性有限元程序。
4)elasto-visco-plasticity弹粘塑性
1.By applying the method to rock engineering, the parameters of elasto-visco-plasticity for engineering rock are also identified with a better effect.应用遗传算法辨识岩石弹粘塑性时效模型的参数,实现了较好的多参数辨识效果。
5)elasto-viscoplastic弹粘塑性
1.Adaptive elasto-viscoplastic FEM analysis for hydraulic structures;水工结构的弹粘塑性自适应有限元分析
2.To high earth, projecting conduit with flexible filler over conduit,FEM s method is applied to calculate soil body and flexible filler according to different mediume of elasto-viscoplastic model, and calculates concrete conduit by using elasto-plastic model, so that the stress of conduit and earth pressure over conduit is obtained.对高填土、管顶填筑柔性填料的上埋式管道,用有限元法,将上体和柔性填料,按不同介质的弹粘塑性模型计算;混凝土管道由弹塑性模型进行计算,并求出管道的应力及管道外的土压力。
6)Visco-elasticity plasticity粘弹塑性
1.The pulse vibration with a certain frequence and amplitude was given to a metal deformation system,and the pulse vibration signal was transformed by Fourier method,one demension elasticity-plasticity constructive model and a visco-elasticity plasticity constructive model were built for vibration drawing.将一定频率和振幅的脉冲振动信号施加到金属成形系统中,并对脉冲振动信号进行傅立叶变换,建立了振动拉伸的一维弹塑性本构模型和粘弹塑性本构模型。
延伸阅读

硫酸粘菌素 ,粘菌素,硫酸多粘菌素E药物名称:多粘菌素E英文名:Polymyxin E 别名: 多粘菌素E;可立斯丁;可刹迈仙干糖浆;硫酸抗敌素;硫酸粘菌素 ,粘菌素,硫酸多粘菌素E外文名:Colistin ,Polymyxin E 性状: 常用其硫酸盐,为白色或微黄色粉末;无臭或几乎无臭。有引湿性。在水中易溶,在乙醇中微溶,在丙酮、氯仿或乙醚中几乎不溶。 药理作用: 抗菌谱和体内过程与多粘菌素B相同。口服不吸收,用于治疗大肠杆菌性肠炎和对其它药物耐药的菌痢。外用于烧伤和外伤引起的绿脓杆菌局部感染和耳、眼等部位敏感菌感染。注射已少用。 适应症: 用于治疗大肠杆菌性肠炎和对其他药物耐药的菌痢。外用于烧伤和外伤引起的绿脓杆菌局部感染和耳、眼等部位敏感菌感染。注射已少用。 用量用法: 1.口服:成人1次50万~100万单位,1日3~4次。儿童1次量25万~50万单位,1日3~4次。重症时上述剂量可加倍。 2.外用:溶液剂每毫升含1万~5万单位,氯化钠注射液溶解。 注意事项: 1.可发生皮疹、瘙痒等过敏症状。胃肠道有恶心、呕吐、食欲不振、腹泻等不良反应。 2.孕妇慎用。 3.口服宜空腹给药。 规格: 片剂:每片50万;100万;300万单位。灭菌粉剂:每瓶100万单位,供制备溶液用(1mg=6500单位) 类别:抗生素