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- In the method, the Winkler hypothesis is proposed, the parameters of elastic line function are determined with node displacements of beam element. 在该法中,土的反力模型采用文克尔假定:将梁分成若干段,假定每段梁弹性线的函数形式,并以梁单元两结点的位移作为弹性线函数的参数;
- According to Winkler hypothesis, the reaction of soil is described as a function of beam element node displacement, which is applied to beam element as distributive loads. 将土的反力表示成梁单元结点位移的函数,并作为分布荷载作用在梁单元上;
- Instead of the conventional node-node model, the spot-weld is modeled by a new short beam element introduced into between node and clement, which is subject to the tensile and shear forces. 新型焊接单元在有限元节点与单元之间引入-短梁单元来模拟焊接关系,单元承受拉伸力和剪切力。
- The other three nodes operate the payload instruments. 其它三个节点则是负责操作酬载仪器。
- Secondly, the three nodes contact element obeying the elastic Coulomb friction constitutive model is presented. 并介绍了服从弹性库仑摩擦本构模型的三结点接触单元。
- Control that contains three nodes, two of which have child nodes. 控件的标记,该控件包含三个节点,其中两个节点具有子节点。
- 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。
- Three nodes are shutdown and rebooted every weekend. 三个节点每个周末都关闭且重新引导。
- 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 respective virtues of beam element and solid element are shown in two modelings. 利用梁单元和实体单元各自的优点,通过二次建模互补进行结构有限元分析。
- 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。
- The stiffness matrix of space beam element with stiffarm is reported in this paper,using the method similar to the plane beam element. 按推导带刚臂平面梁单元的单元刚度矩阵的思路,推导出了带刚臂空间梁单元的单元刚度矩阵。
- 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;
- While the FORTRAN language was compiled to calculate the geometry specialty of the beam element and the inherent specialty of the stiffened plates model. 编制该梁元剖面几何特性计算及板梁组合结构模型的固有特性计算的Fortran语言程序。
- Consider a case in which one instance of your service is running on each of three nodes, making three instances from your perspective. 考虑这样一个例子,三个节点中的每一个上都运行了您的服务的一个实例,从您的角度看就有三个实例。
- As soon as a particular beam element is stressed beyond its assigned strength it is removed from the computation in simulation of the rupturing of the material. 当某个梁单元所受应力超过其强度时,就随即将它从计算网络中剔除,以模拟介质的破坏行为。
- This example assumes that you already have a valid site-map file, and that the current page is at least three nodes deep in the site-map structure. 此示例假定您已经有一个有效的站点地图文件,并且当前页在站点地图结构中的节点深度至少为3。
- The method for analyzing ultimate load capacity of steel curved beam with degenerated three-dimensional solid virtual laminated beam element is presented. 提出采用三维实体退化虚拟层合梁单元计算钢曲梁极限承载力的方法。
- Thus communication between the CAN-bus nodes and PC and the data transmission between three nodes of the CAN bus are realized. 实现CAN节点与PC机的通讯,在PC机上能观察到节点报文的发送和接收,实现CAN总线3个节点构成的一个小网络的数据传输。
- Studied the strategy of modeling in different phases of SHM, it can be stated that spatial finite spar and beam element model is the appropriate model to aforementioned question. 本文研究了结构健康监测不同阶段的建模策略,认为对于拉索损伤情况下的整桥结构静、动力分析可以采用空间杆系有限元模型进行研究。