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    midas FEA NX

    Advanced Analysis for Localized Zones in Bridge and Building Structures

     

    midas FEA NX is the advanced finite element analysis tool for civil and structural engineering applications. It can model and analyze localized zones using 2D and 3D elements and perform refined method analysis. Midas FEA NX is essential for complex geometry and its advanced solver and analysis visualization is used by many in the industry to prove structural redundancy. Its ability to perform nonlinear analysis, dynamic time history analysis, geotechnical analysis, concrete cracking analysis and more, allows for in-depth and highly accurate structural analysis.

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    Advanced Capabilities

    See how midas FEA NX can help your project!

     

    Concrete Crack Analysis

    Static Analysis

    Reinforcement Analysis

    Bucking Analysis

    Eigenvalue Analysis

    Response Spectrum Analysis

    Time History Analysis (Linear / Nonlinear)

    Static Contract Analysis

    Interface Nonlinearity Analysis

    Heat of Hydration Analysis

    Construction Stage Analysis

    Heat Transfer Analysis

    Nonlinear Analysis

    Slope Stability Analysis

    Seepage Analysis

    Consolidation Analysis

    Coupled Analysis (Fully/Semi)

     

    Why midas FEA NX?

     

    • Model 1D/2D/3D geometries along with the accurate Boolean operator. Benefit from the compatibility with various CAD format (AutoCAD, Parasolid, ACIS, STEP, IGES, Pro-E, CATIA V4/V5, Solidworks, Unigraphics, Inventor Part, Inventor Assembly, DXF, DWG, Parasolid, STL)

    • Generate 1D/2D/3D mesh automatically with precise control of element size and customizable seed location details. Has the freedom to choose various mesh algorithms to achieve the ideal mesh.

    • Model reinforcement with embedded truss and tendon element, and model piles with pile elements. Model and visualize the pile/foundation interaction.

    • Solver supports the 64-bit platform, parallel processing with multiple CPUs along with GPU acceleration, and freedom to choose the multi-frontal solver for large-scale models.

    • Supports material nonlinearity with a variety of material models, including Von Mises, Mohr-Coulomb, Masonry, Concrete Smeared Crack.

    • Supports geometry nonlinearity and interface nonlinearity using various iteration methods.

    • Perform geotechnical analysis such as slope stability analysis, construction stage analysis, consolidation analysis, seepage analysis.

    Mariscal Daniel 2014 - Daniel Mariscal

    What do you like best?


    MEvery engineer has a favorite program that they use; mine is midas FEA NX. midas FEA NX software makes complex structural modeling simple and fun. midas FEA NX has a vast array of material properties, loading types, and tools to solve, if not every, most intricate structural problem.
     

    Daniel E. Mariscal, PE
    Structural Discipline Specialist at Jacobs

    Seungwoo Lee

    What do you like best?

     
    midas FEA NX software was specially developed for structural engineering and has unique functions include construction stage analysis, creep, and post-tensioning. I had to consider all these effects together with a project with solid elements, and there were not many choices other than midas FEA NX software. The analysis process and results were both satisfactory and reliable. Finally, the 3D modeler is relatively easy to use and one of my favorite tools.
     

    Dr. Seungwoo Lee
    Senior Supervising Engineer at WSP USA

    Featured Users’ Bridge Design Projects

     

    Stonecutters Bridge

    Stonecutters Bridge

    Company

    Ove Arup & Partners

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    Weirton-Steubenville Bridge

    Weirton-Steubenville Bridge

    Company

    Michael Baker, Jr., Inc, USA

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    Ironton-Russell Bridge

    Ironton-Russell Bridge

    Company

    Michael Baker, Jr., Inc, USA

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    Ironton-Russell Bridge

    Ironton-Russell Bridge

    Company

    Michael Baker, Jr., Inc, USA

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    Missouri River Bridge

    Missouri River Bridge

    Company

    Missouri DOT

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    Lee Roy Selmon Flyover

    Lee Roy Selmon Flyovers

    Company

    WSP I Parsons Brinckerhoff

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    Bridge Design & Analysis Software

    Featured Blogs

     

    How to Perform Time-dependent Analysis

    How to Perform Time-Dependent Analysis

    How to Perform Time-dependent Analysis?

    Mainly there are two ways to perform the time-dependent analysis. One is the time-step analysis and the other is the age-adjusted method. The age-adjusted method is a simplified one and can consider the long-term effects with only a one-step analysis. Of course, this is an approximate way

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    How to Perform Time-dependent Analysis

    Influence Line Analysis for Continuous Girders

    Influence line analysis is essential for bridge design. Classical influence line theory for continuous girders goes back to Müller-Breslau in the late 18th century. Currently, iterative analysis is commonly used since this method is rather simple to implement with the displacement methods. Both methods give the same results and we can use either of these methods.

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    How to Perform Time-dependent Analysis

    New Modeling Approach For Tunnels Under Complex Ground and Loading Conditions

    How to Model the Girder and Deck Connection in Composite Bridge?  

    With the help of Tarcisio Barreto Celestino and Antonio Bobet, our MIDAS Expert Osvaldo Paiva Magalhães Vitali took on a new approach using midas GTS NX on tunnels with complex ground and loading conditions. In their recent...

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    Resources

     

    Product Brochure
    Product Brochuredownload- icon
    Software Introductions
    Software Introductiondownload- icon
    Project Applications
    Project Applicationdownload- icon
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