material nonlinearity造句
例句与造句
- Primary resonance of thin rectangular plate with material nonlinearity on winkler foundation
地基上材料非线性矩形薄板的主共振 - Progressive damage analysis of single fastener joints in composite laminates considering the material nonlinearity
含材料非线性的复合材料单钉接头累积损伤分析 - To solve the nonlinear problem , such as material nonlinearity and geometrical nonlinearity , incremental method was used
为解决冲击过程伴随的材料和几何非线性问题，数值分析中采用增量法。 - The result shows that the material nonlinearity affects the stability much more than the geometrical nonlinearity ' s does
结果表明：几何非线性对该桥稳定性影响较小，而材料非线性对稳定性影响较大，这些结论对钢管混凝土稳定性分析具有指导意义。 - The methods of geometrical nonlinearity and material nonlinearity analysis are discussed and common fem software is used to analyze the stability of certain railway bridge
摘要探讨了钢管混凝土拱桥几何非线性和材料非线性稳定性分析方法，并运用通用有限元程序对某铁路大桥进行分析。 - It's difficult to find material nonlinearity in a sentence. 用material nonlinearity造句挺难的
- In this stability analysis , axle load constitutive relation of the cfst components are considered according to this bridge in order to take material nonlinearity ' s influence into account
结合该桥的特点，在稳定性分析中引入了钢管混凝土构件的轴压本构关系，以考虑材料非线性对稳定的影响。 - It is compared simulation results in which material nonlinearity of ground and contact nonlinearity between caterpillar boards and ground are considered with those without the former nonlinear factors
比较了在考虑土壤的材料非线性、履带与地面的接触以及不考虑这两种非线性状态下的仿真结果。 - The local geometric details considered include longitudinal length and height of access hole in beam web ; material nonlinearity and geometric nonlinearity are included in nonlinear analyses
节点局部构造的变化主要考虑梁腹板上的焊接孔的长度和高度的改变，非线性分析包括了对材料非线性和几何非线性的考虑。 - Then bar element ' s tangential stiffness matrixes are deduced , which is based on the finite element method . the geometrical nonlinearity and material nonlinearity are both considered in the non - linear element stiffness matrix
利用有限元方法,对网壳结构进行了几何和材料非线性分析研究,推导了空间铰接杆单元的几何和材料非线性的刚度矩阵。 - This article studies on damaged round steel tube members and at the same time both material nonlinearity and geometric nonlinearity are considered in calculation . numerical integration method is planed to be adopted to analyses the ultimate bearing cap acity of damaged round steel tube members
本文研究同时考虑材料非线性和几何非线性的特点，采用数值积分方法，对受损圆钢管轴压杆件的极限承载能力进行分析。 - Stability coefficient of large span cfst arch bridge is less than that of considering the geometrical nonlinearity , its numerical value decreases approximate 12 % ; stability coefficient of large span cfst arch bridge taking into account geometrical nonlinearity and material nonlinearity is smallest , and the numerical value is about 45 % of elastic stability coefficient
拱肋的最大横向位移为1 . 126米，说明对在该桥型运营实行监控检测时，可以把双重非线性分析所得的最大位移作为参考依据。几何非线性对大跨度钢管混凝土拱桥的稳定性影响较小。考虑几何非线性后，稳定系数仅下降了12 。 - Stability coefficient of large span cfst arch bridge is less than that of considering the geometrical nonlinearity , its numerical value decreases approximate 11 % ; and stability coefficient of large span cfst arch bridge decreases approximate 57 % with taking into account material nonlinearity ; stability coefficient of large span cfst arch bridge taking into account geometrical nonlinearity and material nonlinearity is smallest , and the numerical value is about 39 % of elastic stability coefficient . therefore collective action of geometrical nonlinearity and material nonlinearity must be considered in computing the stability coefficient of the large span cfst arch bridge
考虑几何非线性后，稳定系数仅下降了11 ，材料非线性对大跨度钢管混凝土拱桥的稳定性影响较大，相对于弹性稳定系数下降了约57 ，同时考虑几何非线性和材料非线性后，大跨度钢管混凝土拱桥的稳定系数最小，约为弹性稳定系数的39 ，在分析大跨度钢管混凝土拱桥的稳定性时，应考虑材料非线性和几何非线性的共同作用。 - In this foundation , taking the xiangtan xiangjiang river four bridges which constructs as the project background , the 3 - d finite element model was built and the stability of three load cases is studied using the common finite element method software - ansys , considering geometric nonlinearity and material nonlinearity
在此基础上,以在建的湘潭湘江四大桥为工程背景,利用大型有限元软件ansys ,考虑几何非线性和材料非线性,建立了该桥空间三维有限元模型,并分析了该桥在三种不同荷载工况下的稳定性。 - Rib vertical displacement of nanpu cfst arch bridge is biggish , considering the geometrical nonlinearity and material nonlinearity , and the value is about 105 % of elastic result ; the horizontal displacement is biggish also , with the value is approximate 113 % of elastic result . if considering the double nonlinearity , the rib vertical displacement will increase approximate 10 % and horizontal displacement will increases approximate 22 %
几何非线性和材料非线性对大跨度钢管混凝土拱桥的拱肋跨中竖向位移的影响较小，对各拱肋跨中水平位移影响较大，约为13 ，考虑双重非线性后，拱肋跨中竖向挠度增加10左右，水平位移增加约22 。 - In the thesis , 3d finite element , models ( fem ) of the precast segmental box girders are established with contact elements , which may simulate the interactions between the joints . the influences of material nonlinearity of concrete and geometric nonlinearity of structure are also taken into account in the computed models
针对预制节段干接缝拼装梁存在接缝的特点，采用接触单元模拟接缝间的相互作用，解决了预制节段拼装梁建模的关键问题，并在计算模型中考虑了混凝土材料非线性和结构几何非线性的影响。
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