Plastic modeling with nonlocal damage of concrete subject to mechanical loading

A. Mohamad-Hussein, J. F. Shao (2007). "Plastic modeling with nonlocal damage of concrete subject to mechanical loading." In Proceedings of FraMCoS 6, Catania, Italy.

A. Mohamad-Hussein, J. F. Shao. "Plastic modeling with nonlocal damage of concrete subject to mechanical loading." Paper presented at FraMCoS 6, Catania, Italy, 2007.

A. Mohamad-Hussein, J. F. Shao, "Plastic modeling with nonlocal damage of concrete subject to mechanical loading," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{a-mohamad-hussein2007,
  title     = {Plastic modeling with nonlocal damage of concrete subject to mechanical loading},
  author    = {A. Mohamad-Hussein, J. F. Shao},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Plastic modeling with nonlocal damage of concrete subject to mechanical loading
AU  - A. Mohamad-Hussein
AU  - J. F. Shao
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Plastic_modeling_with_nonlocal_damage_of_concrete_subject_to_mechanical_loading.pdf
AB  - Damage due to growth of microcracks is the essential failure mechanism in concrete. Different damage models (phenomenological and micromechanical approaches) have been developed for damage modelling in concrete under mechanical loading. Due to heterogeneity of microstructure, local tensile stresses can be generated during loading leading to growth of microcracks and failure. In this paper, we present an elastoplastic model with non- local damage for the description of mechanical behavior and failure process in concrete due to mechanical loading. The non-local formalism is used in order to describe material behaviour after onset of strain localization. After the calibration of the model…
ER  -