Dialog box for setting the Anisotropic | Damage material model for concrete in a software. The “Hsu and Mo” method for considering tension stiffening is highlighted.
Dialog box for setting the Anisotropic | Damage material model for concrete in a software. The “Hsu and Mo” method for considering tension stiffening is highlighted.
2025-05-06
056604
  • RFEM 6
  • Concrete Design for RFEM 6
  • Concrete Design for RSTAB 9
    • RSTAB 9
    • Concrete Structures
    • Structural Analysis & Design
    • Finite Element Analysis
    • Nonlinear Analysis

Input Dialog Box for Anisotropy in Concrete Material

Dialog box for setting the Anisotropic | Damage material model for concrete in a software. The “Hsu and Mo” method for considering tension stiffening is highlighted.

The image shows the input dialog box for the anisotropic damage model for concrete. The “Hsu and Mo” method is selected to account for tension stiffening. This method improves the accuracy of the calculation by including the post-tensioning of the concrete tensile strength. This feature is particularly useful for realistic models of concrete structures under load. Precise input of the parameters is crucial for accurate modeling.
  • Anisotropy
  • Concrete material
  • Material model
  • Input dialog box
  • Tension stiffening
  • Hsu and Mo
  • Engineering software
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