LEFM Prediction and Repair Strategy for Crack Extension due to Corrosion of Reinforcement

M. Ohtsu, S. Yoshimura (1998). "LEFM Prediction and Repair Strategy for Crack Extension due to Corrosion of Reinforcement." In Proceedings of FraMCoS 3, Gifu, Japan.

M. Ohtsu, S. Yoshimura. "LEFM Prediction and Repair Strategy for Crack Extension due to Corrosion of Reinforcement." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

M. Ohtsu, S. Yoshimura, "LEFM Prediction and Repair Strategy for Crack Extension due to Corrosion of Reinforcement," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{m-ohtsu1998,
  title     = {LEFM Prediction and Repair Strategy for Crack Extension due to Corrosion of Reinforcement},
  author    = {M. Ohtsu, S. Yoshimura},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - LEFM Prediction and Repair Strategy for Crack Extension due to Corrosion of Reinforcement
AU  - M. Ohtsu
AU  - S. Yoshimura
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/LEFM_Prediction_and_Repair_Strategy_for_Crack_Extension_due_to_Corrosion_of_Rein.pdf
AB  - In order to repair cracks of concrete, the causes of cracking have been intensively studied and can be identified mostly in inspected structures. One of critical cracks is known to result from corrosion of steel reinforcement in concrete. Due to expansion of corrosive products, tensile cracks of various patterns are nucleated around rebars. Initiation and extension of these cracks are studied experimentally by electrolytic corrosion tests. To clarify crack-nucleating mechanisms, numerical analysis by the boundary element method (BEM) is conducted, on the basis of the linear elastic fracture mechanics (LEFM). The analyses of stress distribution and crack traces are performed.…
ER  -