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monotonic loading中文是什么意思

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用"monotonic loading"造句"monotonic loading"怎么读"monotonic loading" in a sentence

中文翻译手机手机版

  • 单调加载
  • 简单负荷

例句与用法

  • The finite - element model utilized in this study is composed of 3d four - node shell ; both monotonic loading and cyclic loading are used for analyses
    本文通过三维四结点壳单元建立了梁?柱节点的有限元模型,有限元分析包含了单向和反复加载两种情况。
  • The main scopes of this paper include elastic - plastic finite element analyses are carried out under monotonic load in order to study the similar and the different aspects and reveal organic relationship each other
    有限元计算结果分析研究的主要结论: ( 1 )有限元模拟的结果表明,几乎所有的梁柱连接的试件在荷载作用下均表现出很好的延性。
  • It was known from the analysis of ductility coefficient that all specimens of overlapped joints other than sj3 one possessed a better ductility and lower deformation rate of the joints under repeated action of loads compared to that under monotonic loading
    由延性系数分析可知除sj3的延性系数较低外其余搭接节点试件具有较好的延性;承受反复荷载作用时与单调加载时相比节点变形率低。
  • Sm scales the nonlinear variation of tangential modulus during monotonic loadings into a piecewise linear distribution , which can easily be modified to simulate specific characteristics of soil material behavior during cyclic loadings . sm can simulate dynamic stress - strain response of arbitrary cyclic loadings
    该模型将单调加载情况下呈非线性变化的切线模量量化成一种呈分段线性分布的几何结构,并通过对这种结构加以变换,来描述循环加载情况下材料的特性。
  • Using the general finite element programming package of ansys10 . 0 , the study of gabled frames beam - column end - plate connections is made , considering synthetically nonlinear ( material , geometry and contact ) , bolt pretension forces and ratio of axial compression stress to strength . elastic - plastic finite element analyses are carried out among 28 species of 3 series under monotonic loads , in order to discuss the influence of parameters including stiffness of end - plate , bolt diameter , friction coefficients and so on
    本文使用通用有限元软件ansys10 . 0综合考虑了三重非线性(材料非线性、几何非线性以及状态非线性)的影响,同时考虑了螺栓预拉力的影响,对考虑端板厚度、端板加劲肋的设置、螺栓直径、摩擦系数等参数不同的3个系列(端板系列,螺栓直径系列,摩擦系数系列) 28个试件进行了有限元数值模拟,对连接节点的性能进行了分析研究。
  • ( 3 ) reinforced concrete frame columns modeled by using three - dimensional solid element to concrete and three - dimensional bar to reinforcing steel bar , and at the same time consideration the adhesive bond between reinforcing steel bar and concrete , the fem is used . by choosing reasonable element , determining mesh division and load steps , simulation of load - displacement , cracking , yielding and ultimate load , crack development history , and calculating fail crack diagram of reinforcement concrete frame columns under laterally monotonic load are conducted . the analyses are compared with the experimental results
    ( 3 )混凝土用三维实体单元、钢筋用空间杆单元对钢筋混凝土框架柱进行三维建摸,而且同时考虑了钢筋和混凝土的粘结性能,通过合理的单元选取、网格划分及荷载步的确定,模拟了单调荷载作用下钢筋混凝土框架柱的荷载啦移曲线、开裂荷载、屈服荷载及最大荷载、裂缝发展规律、计算破坏裂缝图,并与相应的试验结果进行了比较分析。
  • The main popular theoretical method adopted to study end - plate connection is finite element technique under monotonic loading at present . this paper applies nonlinear ( material , geometry and contact ) finite element method to analyze the behaviors of connections under cyclic load at fist time . contact elements are set between end plate and column flange , screw cap and neighborhood plane , bolt bar and hole
    对于端板连接的理论分析,目前国内外的研究主要局限在单向加载有限元分析范畴,本文首次采用三维非线性(包括材料、几何与状态非线性)有限元对端板连接进行了循环加载分析,端板与柱翼缘间、螺栓头(帽)与相邻板件间、螺栓杆与孔壁间都设置了反映边界状态的接触单元。
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