Fatigue analysisoffiberreinforcedconcreteoverlaid/underlaidbeams

J (2001). "Fatigue analysisoffiberreinforcedconcreteoverlaid/underlaidbeams." In Proceedings of FraMCoS 4, Cachan, France.

J. "Fatigue analysisoffiberreinforcedconcreteoverlaid/underlaidbeams." Paper presented at FraMCoS 4, Cachan, France, 2001.

J, "Fatigue analysisoffiberreinforcedconcreteoverlaid/underlaidbeams," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{j2001,
  title     = {Fatigue analysisoffiberreinforcedconcreteoverlaid/underlaidbeams},
  author    = {J},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - Fatigue analysisoffiberreinforcedconcreteoverlaid/underlaidbeams
AU  - J
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Fatigue_analysisoffiberreinforcedconcreteoverlaidunderlaidbeams.pdf
AB  - Fatigue life of concrete beams that are overlaid or underlaid with FRC is analyzed with a frac- ture mechanics based model. The problems analyzed are the cases for concrete beams overlaid or underlaid with hooked-end steel fiber reinforced concrete. For both of overlaid and underlaid beams, three cases of beam heights, three values of fiber volume fraction, and the five levels of the FRC thickness ratio are exam- ined. In the case of overlay, resulting fatigue crack growth plots and theoretical S-N diagrams show that nei- ther small dosage of fibers nor thin FRC repair layer is effective to suppress…
ER  -