Failure Mechanism of Concrete Under Biaxial Fatigue Load

B. Mu, S.P. Shah (2004). "Failure Mechanism of Concrete Under Biaxial Fatigue Load." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

B. Mu, S.P. Shah. "Failure Mechanism of Concrete Under Biaxial Fatigue Load." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

B. Mu, S.P. Shah, "Failure Mechanism of Concrete Under Biaxial Fatigue Load," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{b-mu2004,
  title     = {Failure Mechanism of Concrete Under Biaxial Fatigue Load},
  author    = {B. Mu, S.P. Shah},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Failure Mechanism of Concrete Under Biaxial Fatigue Load
AU  - B. Mu
AU  - S.P. Shah
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Failure_Mechanism_of_Concrete_Under_Biaxial_Fatigue_Load.pdf
AB  - The paper is focusing on the fatigue response of concrete subjected to biaxial stresses in the compressive-compression-tension (c-C-T) region. where the principal tensile stress is smaller in magnitude than the principal compressive stress. Crack information including crack formation and propagation under controlled conditions for static and fatigue loading was studied. The crack propagation will be modeled using the principles of fracture mechanics.
ER  -