Energy based fatigue crack propagation model for plain concrete

J. M. Chandra Kishen, S. Ray (2010). "Energy based fatigue crack propagation model for plain concrete." In Proceedings of FraMCoS 7, Jeju, South Korea.

J. M. Chandra Kishen, S. Ray. "Energy based fatigue crack propagation model for plain concrete." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

J. M. Chandra Kishen, S. Ray, "Energy based fatigue crack propagation model for plain concrete," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{j-m-chandra-kishen2010,
  title     = {Energy based fatigue crack propagation model for plain concrete},
  author    = {J. M. Chandra Kishen, S. Ray},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Energy based fatigue crack propagation model for plain concrete
AU  - J. M. Chandra Kishen
AU  - S. Ray
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Energy_based_fatigue_crack_propagation_model_for_plain_concrete.pdf
AB  - In this work, an analytical model is proposed for fatigue crack growth in concrete using the concepts of dimensional analysis and includes the following parameters – size independent fracture energy, structural size, initial crack length, loading ratio and change in energy release rate. By knowing the governed and the governing parameters of the physical problem and by using the concept of self-similarity, the relation- ship among involved parameters is obtained. The coefficients of the law are calibrated using available ex- perimental data in the literature. It is shown that the proposed fatigue law can capture the size effect and agrees…
ER  -