Size Effect on the Concrete Compression Failure Load

J. Ozbolt, R. Eligehausen, Y.-J. Li (1998). "Size Effect on the Concrete Compression Failure Load." In Proceedings of FraMCoS 3, Gifu, Japan.

J. Ozbolt, R. Eligehausen, Y.-J. Li. "Size Effect on the Concrete Compression Failure Load." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

J. Ozbolt, R. Eligehausen, Y.-J. Li, "Size Effect on the Concrete Compression Failure Load," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{j-ozbolt1998,
  title     = {Size Effect on the Concrete Compression Failure Load},
  author    = {J. Ozbolt, R. Eligehausen, Y.-J. Li},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Size Effect on the Concrete Compression Failure Load
AU  - J. Ozbolt
AU  - R. Eligehausen
AU  - Y.-J. Li
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Size_Effect_on_the_Concrete_Compression_Failure_Load.pdf
AB  - A numerical analysis was performed in order to check if the ultimate strain and stress capacity of compressed concrete columns is size independent what is currently used in design codes. The analysis was first performed for a series of eccentric compressed specimens of different sizes by use of the 3D finite element program MASA which is based on the microplane material model. The numerical results were compared with experimental data. Furthermore, the size effect study of plain concrete columns for a broader size range was carried out. Both numerical and experimental results show almost no size effect on the nominal…
ER  -