An Open System Approach Towards the Simulation of Chemomechanically Induced Concrete Failure

A. Menzel, E. Kuhl, P. Steinmann (2004). "An Open System Approach Towards the Simulation of Chemomechanically Induced Concrete Failure." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

A. Menzel, E. Kuhl, P. Steinmann. "An Open System Approach Towards the Simulation of Chemomechanically Induced Concrete Failure." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

A. Menzel, E. Kuhl, P. Steinmann, "An Open System Approach Towards the Simulation of Chemomechanically Induced Concrete Failure," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{a-menzel2004,
  title     = {An Open System Approach Towards the Simulation of Chemomechanically Induced Concrete Failure},
  author    = {A. Menzel, E. Kuhl, P. Steinmann},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - An Open System Approach Towards the Simulation of Chemomechanically Induced Concrete Failure
AU  - A. Menzel
AU  - E. Kuhl
AU  - P. Steinmann
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/An_Open_System_Approach_Towards_the_Simulation_of_Chemomechanically_Induced_Conc.pdf
AB  - The present contribution aims at deriving a chemomechanical damage model within the framework of open system thermodynamics. The governing equations, which are essentially characterized through the balance of mass and momentum of the chemical reactant, are discretized with the help of the finite element method. The central idea is the reformulation of the classical damage variable in terms of the non–constant reference density, which is then introduced as nodal degree of freedom next to the deformation it- self. The basic features of the derived model will be discussed with the help of selected computational examples.
ER  -