SOFTWARE BISAR 3.0 FREE DOWNLOAD

The checkbox Full Friction Between Layers is active as default. It allows the use of narrative descriptions long names for the various database parts. The effect of the simultaneous action of various loads is the sum of the effects due to the action of each separate load. Please note that if used infrequently, database compaction can take one or two minutes to complete. BISAR calculations require the following input:

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The use of this option is explained in section The panel offers the possibility to select the desired layer number or to choose both by clicking the Select Layer button e.

When using the Table option a following window is displayed, in which the data is selected and ready for Copy to Clipboard. The program calculates the eigen values and eigen vectors of the sofrware and strain tensors, the principal stresses and strains and the corresponding principal directions.

The maximum and minimum principal values represent the maximum and minimum normal stresses and strains. To select a different printer in Windows 95, use the printers option in My Computer. Delete bisaf used to for deleting input with the following options: To print multiple copies of a multiple page report in the order 1,1,1,2,2,2,3,3,3, etc.

Results is used to start the calculations.

In such cases it is recommended to select a position just below the surface of the structure. L is the centre of a load in the X-Y plane at the top of the structure and is the origin of the local cylindrical system.

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Exit New and Open are used for the actual calculations. It further includes automatic calculation of the layer number and facilitates selection of positions at a layer interface. For positions at the interface between two layers, the program offers the opportunity to select a specific layer or to choose for calculating the results at the same position in both layers. In this approach the interface between two horizontal pavement layers is represented by an infinite thin inter-layer of which the strength is described by means of a spring compliance.

Working with Tables 9.

This offers the opportunity to calculate comprehensive stress and strain profiles throughout the structure for a variety of sofhware patterns, including air-crafts. It is possible to select whole columns of results by clicking on the heading for the desired column.

Per system the input panels for Loads, Layers and Positions can be made active.

These options are explained in section 10 of this manual. Discontinuities may for instance occur in?

It is no longer necessary to provide the layer number, which is now calculated automatically from the Z-co-ordinate. The load characteristics can be given in three modes: To copy a smaller selection, use the mouse to point to the first required cell and drag to the last required cell the cells will appear highlighted.

The example below shows typical input data for a Super Single Wheel in the Load and Radius mode next page. Pressing the Copy to Clipboard button will copy the selected results to the clipboard so that they may be pasted into another application. Undo All Changes on the Edit menu will cancel all changes since the last time Project Input was saved.

Bisar 30 Shell Software 11

Moves you to the first page of the report Moves you to the previous page Moves you to the next page Moves you to the last page of the report Cancels page formatting. Note that this option is only available when all projects are closed. Now use the Copy to Clipboard option to copy the selected cells.

The System Description box offers the possibility to give narrative details. The Window pull-down menu offers the possibility to use the well-known general Windows options: Contains user defined Positions, which can be saved and retrieved when preparing input for a certain Project.

The use of more systems in one BISAR project facilitates studies into the effect of certain parameters e. Outline of directions of normal and shear stresses within both coordinate systems.