Size Effect on Flexural Resistance due to Bending Span of Concrete Beams

H. Akita, H. Koide, M. Tomon (1998). "Size Effect on Flexural Resistance due to Bending Span of Concrete Beams." In Proceedings of FraMCoS 3, Gifu, Japan.

H. Akita, H. Koide, M. Tomon. "Size Effect on Flexural Resistance due to Bending Span of Concrete Beams." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

H. Akita, H. Koide, M. Tomon, "Size Effect on Flexural Resistance due to Bending Span of Concrete Beams," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{h-akita1998,
  title     = {Size Effect on Flexural Resistance due to Bending Span of Concrete Beams},
  author    = {H. Akita, H. Koide, M. Tomon},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Size Effect on Flexural Resistance due to Bending Span of Concrete Beams
AU  - H. Akita
AU  - H. Koide
AU  - M. Tomon
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Size_Effect_on_Flexural_Resistance_due_to_Bending_Span_of_Concrete_Beams.pdf
AB  - Many researchers have studied the size effect on the flexural resistance of concrete beams under bending moment due to the size of cross section, but the size effect due to the length of beams has not been studied enough. The influence of beam length, therefore, has generally been modeled using a series linking model, which is a probability model. In this study, the effect of beam length on flexural resistance was inves- tigated by experiments and the series linking model was evaluated. In the experiments, two series of bending tests were performed on plain concrete beams. In Series A (B),…
ER  -