Coupled damage and creep behavior of concrete under sustained loading

W. W. Li, Zheng (2010). "Coupled damage and creep behavior of concrete under sustained loading." In Proceedings of FraMCoS 7, Jeju, South Korea.

W. W. Li, Zheng. "Coupled damage and creep behavior of concrete under sustained loading." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

W. W. Li, Zheng, "Coupled damage and creep behavior of concrete under sustained loading," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{w-w-li2010,
  title     = {Coupled damage and creep behavior of concrete under sustained loading},
  author    = {W. W. Li, Zheng},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Coupled damage and creep behavior of concrete under sustained loading
AU  - W. W. Li
AU  - Zheng
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Coupled_damage_and_creep_behavior_of_concrete_under_sustained_loading.pdf
AB  - The coupled damage and creep behavior of concrete under sustained loading is investigated in this paper. Based on existed experimental results, a model explaining the relationship of nonlinear creep strains and damage of concrete is presented, together with the physical mechanism and failure criterion of concrete creep failure under sustained loading. The model assumes that total strain of concrete under sus- tained loading consists of linear creep strain, nonlinear creep strain and damage strain, which is mainly caused by microcrack evolution. By comparing behavior of concrete under fatigue and sustained loading, the crack growth rate under sustained loading is assumed…
ER  -