速報APP / 生產應用 / Apeiron Truss 2D FEM

Apeiron Truss 2D FEM

價格:免費

更新日期:2015-04-03

檔案大小:3.0M

目前版本:1.04

版本需求:Android 4.0 以上版本

官方網站:mailto:mail.robert.nagy@gmail.com

Apeiron Truss 2D FEM(圖1)-速報App

The application can become a useful aid on the one hand for engineering students during their studies in checking hand calculations, solving trusses of large element number, or even in getting familiar with the basic steps of the finite element method (FEM); and on the other for practicing engineers in quick on-site verification of simple problems fitting into the realm of this highly confined family of structures.

Apeiron Truss 2D FEM(圖2)-速報App

The Apeiron Truss 2D FEM code implements the linear finite element method with linear truss elements for calculating planar truss structures of arbitrary geometry, material properties and loading. As such, only nodal loads are allowed, while supports - also specified at nodes - may involve both fixed hinges and rollers, this latter type nclines from the horizontal line at an angle specified by the user. The straight truss elements are exposed only to axial loading, hence only the axial stiffness constituents (Young modulus (E) and cross sectional area (A)) are to be prescribed.

Apeiron Truss 2D FEM(圖3)-速報App

After creating the geometry, the user can easily modify every feature of the structure (move a specific node, add or delete elements, supports, and loads or change the cross section characteristics). The results are listed textually for precise analysis and visualized as well for easier understanding of structural behavior.

Apeiron Truss 2D FEM(圖4)-速報App

The modelling steps are the followings:

Apeiron Truss 2D FEM(圖5)-速報App

1. Specify cross-sectional properties (elastic Young modulus and cross sectional area).

Apeiron Truss 2D FEM(圖6)-速報App

2. Prescribe the nodes constituting the structure.

Apeiron Truss 2D FEM(圖7)-速報App

3. Connect the appropriate nodes by line elements.

Apeiron Truss 2D FEM(圖8)-速報App

4. Apply loads on nodes.

Apeiron Truss 2D FEM(圖9)-速報App

5. Decrease the degrees of freedom by nodal supports (rollers are inclined at a user specified angle from the horizontal, fixed hinges are two non parallel, possibly perpendicular, rollers at the same node).

6. View the structure to check for any statical indeterminacy.

7. Solve the linear system.

8. View the results summarized in a list: nodal displacements, nodal loads, reaction forces and element axial forces.

9. Visualize the results. Deformed configuration, elements under tension (red) and compression (blue).