English translation for "壳元"

shell element

Example Sentences:

	1.	Locking - free degenerated isoparametric shell element 无锁定的退化的等参壳元
	2.	Study advances in the elastoplastic large deformation solid shell element models 大变形弹塑性固壳元模型研究进展
	3.	At the end of this part , the paper studies how to automatically divide the general wall element into shell elements , according to the theory of substructure 在结构静力计算模块还研究了根据子结构原理实现的通用墙元自动细化成壳元的实现方法和过程。
	4.	Based on 4 - nodes quadrilateral mixed interpolation shell element and total lagrange formulations , elastic - plastic finite element analysis was made for the mechanical behavior of circular radial slotted plane rupture discs 摘要基于t . l .列式，采用四边形四结点混合壳元对平板透缝爆破片的力学响应进行了弹塑性有限元分析。
	5.	The 3 - node triangular flat shell element , which is included in the element libraries of most famous commercial fem softwares , is widely used because of its outstanding merits . therefore , a great deal of attention has been paid to develop an efficient model 平板型壳元是一种应用广泛的壳体单元，大多数现行著名商用有限元软件的单元库中都包含有该单元类型，对该类单元的研究也是学术界感兴趣问题之一。
	6.	The research object in this text is the actual project - - the mansion of yatingyuan ( 40 layers above the ground , 125 . 4 meter high ) . the structure - design is by satwe and the analysis of the structure dynamic characteristic and earthquake response by sap2000 , whose calculation models are set up according to the actual size of the structure . in satwe , the analysis model of beam and column is simulated by frame - element , slab is plane - element , shear - wall is wall - element and slab is infinitely rigid in the internal and zero in the external ; in sap2000 , beam and column is frame - element , slab and shear - wall is shell - element and slab is elastic floor 本文以实际工程项目? ?雅庭园商业中心大厦(地面以上40层，建筑总高度为125 . 4米)为研究对象，结构设计采用satwe ，结构的动力特性和地震反应分析采用sap2000 。结构satwe和sap2000分析的计算模型均按结构的实际尺寸建立， satwe分析模型的梁柱采用杆元模拟，楼板用薄壁壳元模拟和剪力墙用墙元模拟，楼板平面内无限刚、平面外刚度为零； sap2000分析模型的梁柱采用杆元模拟，楼板和剪力墙用壳元模拟，楼板为弹性板。
	7.	In connection with the characteristics of prototypes and elasto - plastic analysis , the cross - sectional discrete finite element method is used to establish a computational space model . the nonlinear time - history seismic analyses are carried out by using ansys , fea software . it mainly deals with inelastic response of prototypes , torsional response characteristics of building , the behavior of the frame corporation with the bent under strong earthquake , etc . . . a simplified calculated method about determination of the weak story is presented 采用空间杆系及壳元建立原型厂房的空间计算模型，采用截面离散法进行非线性有限元计算，重点了解该类整体结构在强烈地震作用下的反应、塑性阶段的扭转、强震下框排架的工作性能等内容，并提出针对该结构薄弱层确定的简化计算方法，得出许多有益的结论。
	8.	Based upon established analytical model , the finite element models of laminated shell pasted with piezoelectric units , are formulated , which employ a novel eight - node degenerated shell element - a - piezo element , then the model are converted into form of state space and transfer function 在解析模型的基础上，运用有限元方法，构造了一种新型的八节点退化壳元? ? piezo单元，推导建立了表面粘贴有压电材料的层合壳结构的有限元动力学模型，并将其转换成状态空间和传递函数形式。
	9.	The principle of the predigestion in geometry modeling is omitting the function part and the non - load - carrying process structure , and to the big and transition arc , the curve is replaced by straight line using the thought of curve and free - surface segmentation . the physical characteristic of the digital model reflect on remaining the main mechanical characteristic of the objects . the shell element model is used in strength analysis , stiffness analysis and dynamic analysis 文中几何建模的简化原则是,略去功能件和非承载的工艺结构,对于大圆弧和过渡圆弧,以曲面分块和曲线分段的思想进行适当的以直代曲;数模的物理特性反映在最大限度地保留对象的主要力学特性;在强度、刚度和动态分析中采用壳元模型,轻量化设计中采用梁元模型;材料特性根据所用材料定义其主要性能参数。
	10.	In this dissertation , several simple and effective approaches are presented to construct high performance elements for linear and nonlinear analysis of plate and shell structures . the main contributions of this dissertation are as follows : 1 . the stabilization matrix of the generalized conforming element gt9 , the membrane part of the generalized conforming flat shell element gst18 , is derived 2 .推导了单元gst18用于弹塑性分析的有限元增量方程，通过用户子程序接入有限元软件abaqus ，全面的比较了gst18单元和abaqus单元库中的三角形平板壳元stri3在弹塑性分析中的表现，包括计算精度、收敛性、对网格方向的敏感性、以及计算效率等，可以看到gst18拥有更高的性能。

Similar Words：

"壳叶总目" English translation, "壳叶足亚纲" English translation, "壳一般的" English translation, "壳衣藻属" English translation, "壳硬蛋白" English translation, "壳源" English translation, "壳源模型" English translation, "壳缘" English translation, "壳站点" English translation, "壳针" English translation