Different Aspects of the Size Effect in Concrete and RC Structures

J. Ozbolt, R. Eligehausen (1998). "Different Aspects of the Size Effect in Concrete and RC Structures." In Proceedings of FraMCoS 3, Gifu, Japan.

J. Ozbolt, R. Eligehausen. "Different Aspects of the Size Effect in Concrete and RC Structures." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

J. Ozbolt, R. Eligehausen, "Different Aspects of the Size Effect in Concrete and RC Structures," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{j-ozbolt1998,
  title     = {Different Aspects of the Size Effect in Concrete and RC Structures},
  author    = {J. Ozbolt, R. Eligehausen},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Different Aspects of the Size Effect in Concrete and RC Structures
AU  - J. Ozbolt
AU  - R. Eligehausen
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Different_Aspects_of_the_Size_Effect_in_Concrete_and_RC_Structures.pdf
AB  - There are many experimental evidence on the existence of the size effects in concrete and reinforced concrete (RC) structures. It is difficult to derive a general size effect formula that would cover complete size range and all structural geometries. However, it may be useful to classify structures and related size effect formulas into two typical classes: (1) for structures which exhibit unstable crack growth and (2) for structures which before failure show a stable cracking. In the present paper the size effect on the nominal strength for beams and columns is discussed. Furthermore, some additional important aspects of the size…
ER  -