Please adhere to the following steps prior to analysis. Ensure that the generated FEA model accurately represents your project.
Step 1: Checking Staged Construction Model
Follow the below steps to learn how to verify the staged construction model to ensure an accurate representation of construction sequencing.
1 | Open the Model: Open the OpenBrIM APP to either initiate a new project or access a previously created model. | |
2 | Set Up Staged Construction: Navigate to Construction Stage and define each construction stage in the model. These stages typically encompass different phases such as foundational infrastructure, structural systems, flooring, exterior finishing, and more. | |
3 | Identify the previous stage (Prior Stage) of each stage. Also, create a timeline with the start and end dates for each stage. These dates should correspond to the actual construction order. | |
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5 | Checking Staged Construction Model: Start an analysis on OpenBrIM | |
6 | Checking Staged Construction Model: Click FEM View Settings to select the size of the FE objects and the support/local axis size by moving the slide bar | |
7 | Visual Verification: Thoroughly review the model at each stage visually. Ensure that it accurately reflects the real construction sequence. | |
8 | Within the Finite Element Analysis (FEA) model, two viewing options are available. The initial option entails displaying your constructed structure up to the designated "tage you've chosen. “Display Constructured Only”. Conversely, the second option involves presenting the completed construction, irrespective of the chosen stage. “Display All Structure” | |
9 | For a more comprehensive understanding of Finite Element Analysis (FEA), please visit the following link. Finite Element Model |
Step 2: Checking Applied Loads
Follow the below steps to confirm that all applied loads are correctly integrated into the structural analysis.
Once the analysis is successfully completed, you can use the following steps to ensure that the FEA results effectively correspond to the analytical model you have introduced.
1 | Payload Application Verification: | |
2 | Visualization of Applied Loads: Navigate to the FEA tab. On the lower left-hand side, you'll find boxes that allow for selections. Opt for the "Loading" tab from the dropdown box. | |
3 | Upon choosing various Construction Stages, will be observed the applied of "Surface Load", "Line Load" and "Point Load" to the designated elements. | |
4 | Verification of Applied Load Values: Follow these steps to visually inspect the loads displayed in the spreadsheet and verify their consideration: Navigate to the FEA Tab.
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Step 1: Viewing Deformed Model
Follow the below steps to explore techniques to visualize the deformation of the model under applied loads, aiding in understanding structural behavior.
1 | The preceding instructions elucidated the definition of "Construction Stage" pertaining to construction phases, as well as the load scenarios that impact the behavior of "elements" throughout these stages. Furthermore, during the application of loads such as dead load, live load and others, the elements experience deformation. Start Analysis initially then Navigate to FEA tab. | |
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3 | With the advancement of construction phases, an increasing number of loads will be applied to the elements. Typically, an element tends to experience greater deformation compared to the previous step. However, it's noteworthy to consider the "Deconstruction Stage" as an exception. In this context, when certain temporary structures are disassembled, the structural deformation can theoretically be mitigated. | |
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Step 2: Examining Bearing Reactions
Follow the below steps to view the reactions at bearing points to assess their distribution and effects on the structure.
Step 3: Analyzing Girder Forces
Learn how to access and interpret the forces experienced by girders within the structural system.
Step 4: Evaluating Girder Stresses
Discover approaches to examining the stress distribution in girders, aiding in assessing their load-bearing capacity. Identifying Stress Point Locations for FE Composite Stresses
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