Experimental study on the ultimate strength of R/C curved beam

H. Murata, T. Tamura (2010). "Experimental study on the ultimate strength of R/C curved beam." In Proceedings of FraMCoS 7, Jeju, South Korea.

H. Murata, T. Tamura. "Experimental study on the ultimate strength of R/C curved beam." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

H. Murata, T. Tamura, "Experimental study on the ultimate strength of R/C curved beam," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{h-murata2010,
  title     = {Experimental study on the ultimate strength of R/C curved beam},
  author    = {H. Murata, T. Tamura},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Experimental study on the ultimate strength of R/C curved beam
AU  - H. Murata
AU  - T. Tamura
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Experimental_study_on_the_ultimate_strength_of_RC_curved_beam.pdf
AB  - The ultimate strength of a curved R/C beam is investigated experimentally. A curved R/C beam is classified as a statically indeterminate structure according to the structural boundary condition and is sub- jected to a torsion moment. The torsion moment generates diagonal tensile cracks on the concrete surface, when the beam is subjected to a lot of torsion. An appropriate arrangement of rebar is therefore recommended under such conditions. However, the ultimate torsion strength of an R/C member depends on a combination of several factors, so a universal theory should be established for the curved RC beam. Parameters adopted here are…
ER  -