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I have to admit, as the manager of a major engineering consultancy, Ive had the pleasure of using the software for a number of years and its features, ease of use and functionality are sufficient enough that I would recommend it to almost any engineer, although my favourite aspect of midas CGens features is the ability to export to both STEP and Parasolid, the two most common CAD formats used. The application itself is not just a plug and play program that you click on and expect to roll out models immediately, its a fully featured modern engineering software suite.
If you are an engineer and need to get a design out within a tight time frame, especially if they require performing a number of complex analyses, midas Civil is definitely the program you need to have, even if all you need is the ability to export to Parasolid.
You can import files from DWG, DXF and DXF to Midas Civil but its not always easy to get the data out of the programs you have used, whether you wrote your own import routines, your CAD package from another company or your CT-Designation. If you are stuck I can recommend one of the best free CT-Designation packages available on the net, https://www.xyplan.com/.
Once you have your geometry defined it is easier to add to into other areas of the program. The next panel is the Materials panel. From here you can define a number of material properties, giving you a full range of parameter options. This includes colour, line type, fill type, density, roughness, and texture. You can use attributes to define how the materials should look. You can also create attribute groups and give your groups a name, so you can define multiple material parameters at once.
the psc or progressive composite section is a new approach in structure design and analysis. it allows the usage of two methods: either composite or pure structural steel design. both are done simultaneously using an algorithm in midas civil that generates the optimal psc structure that meets the desired static loads while minimizing the steel utilization. its principal goals in civil structures are strength, stiffness, weight, and corrosion resistance. in this paper, the psc design approach is used in the analysis of a common reinforced concrete bridge. a force analysis is conducted using the aashto lrfd 12-04, the steel fiber reinforced concrete (sfrc) load behavior is utilized based on the standard and the prestressed cable tension is applied. the midas civil 2019 is used to create the geometry of the psc approach. both the steel size and reinforcement weight are optimized based on the desired range of static loads. the steel is placed in two phases: a weak steel and a moderately-strength steel. the weak steel is placed at the bridge deck and mainly in the web of the psc. the moderate strength steel is placed in the slab, columns, and psc formwork which supports the bridge deck. the stress and deformations of the psc are analyzed with and without the prestressed cable tension. the use of prestressed cables will help to minimize the design steel required to build the bridge.
gps is one of the most innovative structural analysis tools available on the market today. for the first time, the author proposes to use its full potential to analyze steel-concrete beams. the author shows the potential of this innovative tool in all fields of engineering. the preliminary research has been conducted using the finite element software ugund 2.0 and midas civil 2019 for a quarter of a computer screen’s width. the results from the preliminary research indicate that ugund 2.0 can provide researchers with the necessary information to design and analyze steel concrete beams, while midas civil allows them to construct and validate the results. in this paper, a 50 m long a-girder bridge is modeled. the results of the research are as follows: the vertical deformation of the girder at mid-span is about 20 mm in a direct force case, and the vertical deformation reaches 28 mm when the ground force is zero; the deflection at the connection in the x-direction is about 10 mm in a direct force case, and the deflection at the connection in the x-direction reaches 13 mm when the ground force is zero; and the deflection at the connection in the y-direction is about 27 mm in a direct force case, and the deflection at the connection in the y-direction reaches 34 mm when the ground force is zero.
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