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- One is taper section 3D beam element model, the other is 3D compounding model with solid element and shell element. 结果表明,在均布荷载与集中荷载作用下箱梁的剪力滞效应明显不同,对于地震时程反应分析而言,采用变截面三维梁单元模型计算效率较高。
- The finite element model with shell element and beam element was established,the mechanical behavior of anchorage zone under the most unfavorable load was analyzed. 采用板壳单元和梁单元建立了索梁锚固结构的有限元模型,对索梁锚固区在最不利荷载组合作用下的受力性能进行了研究;
- Based on plane beam element model, the local space shell element model is put forward and applied to calculating and analyzing a long span, prestressed concrete, slant legged rigid frame bridge. 提出了一种基于平面模型的局部空间壳单元模型计算方法,并应用通用有限元软件对一大跨度预应力混凝土斜腿刚构桥进行了计算分析。
- shell element model 板壳单元模型
- Its finite element model is established. 构造了其有限元模型。
- 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
- The 4 node quadrilateral shell element with an one point integration is employed in the model of safety cover of grinder. 采用显式时间积分格式,磨床安全防护罩采用一点积分的4节点双线性壳单元。材料服从等向强化塑性准则。
- Nonlinear aerostatic instability analysis of suspension bridges based on orthotropic shell element models 基于正交异性壳单元的悬索桥非线性静风稳定性分析
- A static finite element model of an air spring was given. 摘要文中建立了空气弹簧的静态有限元模型。
- Taking a bridge for example, the 3D finite model composed of shell element is used to analyze the stress disturbing of main loaded members of steel anchorage and to summarize the force transmission route. 以某钢箱梁自锚式悬索桥钢锚碇为背景,建立钢锚箱的板单元空间有限元模型,分析计算其钢锚箱主要受力板件的应力分布情况,总结钢锚固系统的传力途径。
- Eight-nodded curvilinear quadrilateral isoparametric shell element is used both in the FEM and in the BEM. 在有限元方法和边界元法中均采用了八结点曲面四边形等参单元。
- The veracity and reliability of finite element model are validated through contrasting results of finite element modal analysis and experiment modal analysis, it lays the theory foundation to the damp disposal of shell. 通过结果对比,验证了有限元模型的准确性和可靠性;从而为壳体局部阻尼处理的实施奠定了理论基础。
- The finite element model of opening gap tantalum thin-walled tube is setup. 为了控制钽薄壁管焊接成形的质量,进行钽薄壁管开口间隙场计算模型的研究。
- This composite shell element possesses function for linear, geometry nonlinear and thermo-elastic analysis. 该复合材料壳元具有线性、几何非线性及热弹性分析功能。
- A new type of shell element is presented to form an equilibrium equation with unknown node - displacements. 提出一种新的板壳单元,建立以结点位移为未知量的平衡方程组,组装得到的整体刚度矩阵为稀疏带状矩阵。
- In this paper,a degenerated beam element is developed,evolving from a bilinear degenerated shell element. 从双线性退化板壳单元出发,演绎推导出了一种可以应用于空间有限元分析的退化梁单元。
- Based on the assumed natural strain(ANS) theory,this paper has studied a novel macro triangular partition shell element. 针对剪切闭锁效应,本文研究了一种基于假设自然应变方法的宏观三角形分区平板壳单元。
- A tapered beam element model is used to simulate the behaviour of a masonry arch bridge with loading. 采用梯形梁单元分析砖石拱桥在载荷作用下的行为。
- The shell is modeled by a doublly curved quadrilateral shell element or triangular flat shell.They are suited for various mesh rezoning and any type of layup. 壳结构用四边形双曲壳或三角形平板壳模拟,可以适应各种 网格划分和任意铺层方式。
- Primary study on the construction of the finite element model of tooth and post-core. 牙齿与桩核三维有限元建模的初步探讨。