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#S10

Macroscopic uniaxial steel model

Incorporating fracture, bond-slip, and buckling via multiscale homogenization

More Research Seminars

#S01

Structural Modeling

High-fidelity micro-modeling

#S02

Seismic & Earthquake Engineering

Offshore wind turbines in seismic regions

#S03

Materials & Constitutive Models

ASDCoupledHinge model

#S04

Structural Modeling

ASDShellQ4 and ASDShellT3 elements

#S05

Materials & Constitutive Models

ASDPlasticMaterial constitutive modeling

#S06

STKO Tools & Workflows

STKO 4.0.0

#S07

STKO Tools & Workflows

Construction stage analysis

#S08

Structural Modeling

Steel connections modeling

#S09

Structural Modeling

Bolted steel connections and local buckling

  • In this webinar, Alessia Casalucci, Ph.D., presents the new ASDSteel1DMaterial recently developed for the OpenSees framework. It is a robust and efficient macroscopic uniaxial material model for simulating the monotonic and cyclic behavior of steel members, incorporating key nonlinear mechanisms such as tensile fracture, bond-slip, and buckling. The model uses a multiscale homogenization strategy, where a representative sub-model with corotational elements and fiber sections captures local buckling effects. The webinar focuses on how to define the material parameters and apply the model in structural simulations under complex loading conditions. Selected numerical examples will be presented to illustrate the model’s capabilities and practical uses.

Materials & Constitutive Models

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