Size Effect for Flexural Compression of Concrete Specimens

E.I. Yang, J.K. Kim, S.H. Eo, S.T. Kim (1998). "Size Effect for Flexural Compression of Concrete Specimens." In Proceedings of FraMCoS 3, Gifu, Japan.

E.I. Yang, J.K. Kim, S.H. Eo, S.T. Kim. "Size Effect for Flexural Compression of Concrete Specimens." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

E.I. Yang, J.K. Kim, S.H. Eo, S.T. Kim, "Size Effect for Flexural Compression of Concrete Specimens," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{e-i-yang1998,
  title     = {Size Effect for Flexural Compression of Concrete Specimens},
  author    = {E.I. Yang, J.K. Kim, S.H. Eo, S.T. Kim},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Size Effect for Flexural Compression of Concrete Specimens
AU  - E.I. Yang
AU  - J.K. Kim
AU  - S.H. Eo
AU  - S.T. Kim
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Size_Effect_for_Flexural_Compression_of_Concrete_Specimens.pdf
AB  - this study, size effect of concrete members subjected to the axial load and bending moment is investigated using a series of C-shaped specimens of which test procedure is similar to those of Hognestad, Hanson, and McHemy. test variable is a size ratio of specimens(!: 1/2: 1/4) at the concrete compressive strength of 50 MPa Test results show that the compression strength at failure decreases as the size of specimen increases, that is, the size effect law is present. Mooel equation is derived using regression analyses with experimental data; it is that they perform better than Bazant' s model Additionally, it…
ER  -