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XFEM4U - Output calculation reinforcement

XFEM4U 5.09.01 adds the detailed reinforcement calculation for plates, walls and shells to the output and improves moving and copying.

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There is a new release (version 5.09.01) available of our 3D program XFEM4U.

Click here to install the new release.

On release notes you will find an overview of all changes

The most important new features:

1. New Detailed calculation of reinforcement in plates, walls and shells

As you know, we have an effective and especially pleasant collaboration with Prof. Johan Blaauwendraad and Dr. ir. drs. René Braam.

Johan and René have developed a calculation method with which reinforcement in a plate or shell can be designed efficiently. In the next issue of Cement (edition 2021/8) an article is included in which this method is described in detail. This method of reinforcement design has been implemented in XFEM4U during the past year.

What is new is that the detailed calculation of the decisive nodes per plate is automatically included in the output.

The longitudinal reinforcement and shear reinforcement are automatically designed for strength (ULS) and also for cracking (SLS). At our request, Prof. Johan Blaauwendraad and Dr. Ir. Dr. René Braam also made the necessary verification calculations.

XFEM4U: geometry of a 300 mm thick plate with a finite element mesh, line supports and four column supports

XFEM4U: 3D colour plot of the m2 moments in the plate, with peaks at the four column supports

XFEM4U output: detailed reinforcement calculation for the top layer of a plate, with formulas and values

2. Moving and copying has been made even more intuitive

When moving and copying objects (nodes, beams, plates, etc.), you had to click on an existing node as a base point (starting point). This has been improved. You can now take any point as a base point. So also a non-existing point. Moving and copying has been made even more intuitive. (Helpdesk 1268 and 1277)

3. Calculating tensile rods

The iteration process with respect to the tensile rods in a geometrically nonlinear (GNL) analysis (final calculation) did not work properly in all situations, causing the calculation to stop and no results to be displayed. This has been improved. (Helpdesk 1284).

In release notes you will find an overview of all changes.

Click here to install the new XFEM4U version (5.09.01) immediately.

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