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It is possible to consider a maximum of seven layers plus the subgrade, and full or partial bond (slippage) between layers. To define the pavement structure, it will be necessary to establish the modulus and thickness of each of the layers that are to be included. If the fields destined for the introduction of modulus and thickness of a layer display green backgrounds simultaneously, this fact will signify that DAPS acknowledges that particular layer as being validly defined. When the pavement structure is correctly established, a sequential designation and identification of the layers from top to bottom (L1-L2-L3-Ln-Subgrade) will be displayed. This fact implies that the structure is ready to be tested. Pavement layers cannot be defined interchangeably, i.e., DAPS will not consider as valid a pavement that considers empty layer slots between validly defined layers. Pressing the “Run Analysis” button will make DAPS automatically perform the layered elastic analysis of the defined pavement structure considering the selected load settings. When the analysis process is complete, the “Analytical” tab of the layered elastic analysis module will display the results that were obtained. I signed up for Premium (To avoid the advertisements) thinking it was a one time fee, but They think they should get money PER YEAR PER COMPUTER. And for software that HALF THE TIME doesn't even work. This information will also include the detailed data of the pavement structure, namely the number of layers and their correspondent mechanical and geometric properties. For DAPS to display the stresses, strains and displacements of the pavements structure critical points, it is required to select the desired layer and also the horizontal plane that corresponds to the lower or top face. For the subgrade representative layer, only the upper face depth will be available. By selecting these parameters, DAPS will automatically display the normal stresses, strains and displacements for the selected layer and depth. The depicted critical points will be located in the vertical alignments of the symmetry axis and of the tire center should the analysis originate in a dual load, or just in the symmetry axis otherwise. The considered axes system is as follows: • X Transverse direction • Y Longitudinal direction • Z Vertical direction Should a twin load be considered, the X axis will intercept the geometric center of both circular uniformly loaded areas. Pressing the “Save to file” button located on the top left corner of the “Analytical” tab window will allow the user to save the results to an “.xls” format file to a folder of his choice. This file will display all of the information available for that particular pavement structure and load, as calculated by DAPS. The Elastic Analysis module also offers the possibility of generating graphics that portray the displacements, stress and strain states for a pavement under one or two circular uniformly distributed loads. This option is available after selecting the “Graphics” tab of the Elastic layered analysis module. The graphics generation tab includes three different menus: • Options (to set the resolution and dimensions of the generated graphics, to save to file or copy them to the clipboard, and to enlarge/reduce the graphic window) • Parameter (to switch between displacements, stresses and strains) • Generate graphic (to initiate the graphics rendering process, or to clear the already existing graphics data set in order to formulate new ones) The pavement structure that is considered for graphic generation is the same that is at the time defined for the layered elastic analysis. In order to generate these graphics, DAPS will first create a grid of points that will cover a pre-determined area of the pavement’s transverse section along the X axis. When the graphics rendering process is complete, DAPS will automatically display the corresponding graphic accordingly to the sleceted parameter (stress/strain/displacement) and direction (transverse/longitudinal/vertical). Each point will then be depicted using a color spectrum that relates the magnitude of the selected parameter in each particular coordinate to the maximum and minimum values calculated for the entire pavement section. On the right side of the graphic there will be a color scale, and the corresponding numerical values. Higher magnitude values are represented by the red color, while lower magnitude values will be represented by the blue color. |
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