弹性剪切梁模型,model of elastic shearing beam
1)model of elastic shearing beam弹性剪切梁模型
英文短句/例句
1.Forecast of Basic Roof Weighting Based on Elastic Shearing Beam Model基于弹性剪切梁模型的采场基本顶来压预报
2.Analysis on the shear modulus of MR elastomer based on chain-like model基于链化分析的磁流变弹性体剪切模量模型
3.ELASTIC SHEAR BUCKLING OF WEB PLATES IN TAPERED I-GIRDERS楔形工字梁腹板的弹性剪切屈曲分析
4.RC structure beam-column model with consideration of shearing deformation考虑剪切变形的RC结构梁柱单元模型
5.Nonlinear Analysis of Space Beam Based on Shear Displacement and Multi-Factors Coupling Influence;考虑剪切位移和多因素耦合影响下的空间梁非线性分析模型研究
6.The Study for the Shear Test Method of the Elastomeric Bearings for Bridge and Stiffness of Testing System;桥梁板式橡胶支座剪切模量检测方法研究及抗压弹性模量测试系统刚度分析
7.Experimental Study on Relation between Dynamic Elastic Modulus and Shear Modulus of Soil;土体动弹性模量与动剪切模量关系对比研究
8.EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS型钢轻骨料混凝土梁剪切性能的试验研究
9.Visco-elastic Meso Beam Model of 3D Woven Composites三维机织复合材料细观黏弹性梁模型
10.Experiment Study on Shear Model of Adjoining Faces between the Old and New Concrete of One Superbridge某特大桥箱梁新老混凝土结合面剪切模型试验研究
parison of the Relaxation Moduli in Step Strain and the Generalized Elastic Moduli in Dynamic Shear of PolydimethylsiloxanePDMS在阶跃应变中松弛模量与动态剪切中广义弹性模量的比较
12.Analysis of FEM on behaviour of steel-reinforced concrete composite beam with shear(Ⅱ)--Failure mode and influence behaviors of design parametersSRC组合梁剪切性能的有限元分析(Ⅱ)——破坏模态和设计参数影响规律
13.Experiment Research on Cutting Performance of Recycled Concrete and Shear Performance of Recycled Concrete Beam;再生混凝土剪切性能和梁抗剪性能试验研究
14.Analysis of Hydroelastic Responses of Very Large Floating Structure by Use of Sandwich Grillage Model.;超大型浮体结构水弹性响应的梁板模型分析
15.Effect of Preloading on Shear Behavior of Saturated Loose Sand and Improvement of the Hypoplasticity-based Bounding Surface Constitutive Model;预剪对饱和松砂剪切特性的影响及亚塑性边界面本构模型改进
16.A Dynamical Model for Nonlinear Viscoelastic Beams;一类非线性粘弹性梁的动力学模型及其简化
17.Stability of Axially Accelerating Viscoelastic Beams with 3-Parameter Model变速轴向运动三参数模型黏弹性梁的稳定性
18.Simplified Calculation of Elastoplastic Story Drift Responses of Multistory Shear Type Structures Subjected to Earthquakes地震作用下多层剪切型结构弹塑性位移反应的简化计算
相关短句/例句
shear spring model剪切弹簧模型
1.The scattering of shear horizontal (SH) waves in a layered composites with weakly bonded interfaces was discussed by using theshear spring model of infirm interface and the theories of elastic waves, and also the analytical solution was obtained.对含有弱界面的复合材料层合板,采用弱连接界面的剪切弹簧模型,借助波函数法研究了水平剪切波入射时层合板对波的散射,得到了解析结果。
3)shear modulus剪切弹性模量
1.Result indicates that specimen"sshear modulus can be got using stiffness combination method.根据三维四向编织复合材料的结构特点 ,提出了刚度合成法预测编织复合材料剪切弹性模量 ,比较了整体编织试件和裁剪所得试件理论剪切性能差别 ,分析了三维编织T30 0 /QY95 12复合材料的剪切性能随试件沿宽度和厚度两个方向内部单胞数目的变化规律。
2.To get a fast and accurate estimate of flexural andshear modulus of wood based composite panel a torsional-bending vibration method based on transversal vibration was employed.引入了一种横向振动测试方法——扭弯法,并利用扭弯法动态测试了定向刨花板的弯曲、剪切弹性模量。
3.A measuring method of theshear modulus of blood vessels, testing apparatus and experimental results are emphasized.本文是介绍生物力学基础理论的重要课题之一,即血管力学性能的测量,重点是血管材料剪切弹性模量的测量方法、测量装置及实验结果,研究成果具有理论及实用价值。
4)membrane shear elastic modulus剪切弹性模量(E)
5)elastic modulus剪切弹性模量
1.To study the regularities of reticulocytes membrane shearelastic modulus and membrane viscosity, a model of anemia in rabbits induced by injection of phenylhydrazine was established.用苯肼使动物造成急性溶血性贫血的方法 ,诱发动物体内同步生长的新生网织红细胞 ,用一种测量红细胞膜剪切弹性模量及表面粘度的新方法———新型激光衍射法 ,连续 72h监测经过不同发育阶段的网织红细胞的小变形指数 (DI) d 和变形恢复过程 (即松弛过程 )中变形恢复到最大值 (DI) max一半的时间t0 5(即变形恢复半时间 ) ,将测得的结果分别代入红细胞膜的剪切弹性模量 (E)公式和表面粘度 (μm)公式 。
6)elastic shear modulus Gmax弹性剪切模量Gmax
1.The Hardin equation (1968) is usually adopted to calculate theelastic shear modulus Gmax of the saturated sand during earthquake in the dynamic effective stress analysis of soil structure.在土工结构物地震有效应力分析中,往往采用Hardin经验公式计算动荷作用过程中由于孔压变化对砂土初始弹性剪切模量Gmax的影响,但由于以往试验手段的限制,这种方法的有效性至今没有得到验证。
延伸阅读
弹性分子式：CAS号：性质：除去导致变形的负荷以后，材料迅速回复其原来尺寸和形状的能力。当变形与所加负荷成正比时，该材料被认为是虎克弹性体或理想弹性体。应力和应变不满足线性关系，但仍保持单值关系称非线弹性。加载后经过一定时间后应力和应变才满足线性关系称滞弹性。
