Analyses of pre and post peak behavior of deep beams failed in shear using 3D RBSM

H. Nakamura, M. Kunieda, Y. Yamamoto, Y.H. Gedik (2010). "Analyses of pre and post peak behavior of deep beams failed in shear using 3D RBSM." In Proceedings of FraMCoS 7, Jeju, South Korea.

H. Nakamura, M. Kunieda, Y. Yamamoto, Y.H. Gedik. "Analyses of pre and post peak behavior of deep beams failed in shear using 3D RBSM." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

H. Nakamura, M. Kunieda, Y. Yamamoto, Y.H. Gedik, "Analyses of pre and post peak behavior of deep beams failed in shear using 3D RBSM," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{h-nakamura2010,
  title     = {Analyses of pre and post peak behavior of deep beams failed in shear using 3D RBSM},
  author    = {H. Nakamura, M. Kunieda, Y. Yamamoto, Y.H. Gedik},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Analyses of pre and post peak behavior of deep beams failed in shear using 3D RBSM
AU  - H. Nakamura
AU  - M. Kunieda
AU  - Y. Yamamoto
AU  - Y.H. Gedik
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Analyses_of_pre_and_post_peak_behavior_of_deep_beams_failed_in_shear_using_3D_RB.pdf
AB  - The behaviors of deep beams failed in shear were investigated using 3D-RBSM, which is a rep- resentative method of discrete method that presents realistic behavior from cracking to the failure. Two deep beams without web reinforcement were analyzed having shear span ratio (a/d) of 0.5 and 1.5. Analytical re- sults were compared with the experimental ones in terms of load displacement graph and crack pattern and it was confirmed that RBSM is a useful tool for the analysis. Moreover, the strut width and high stress state as well as deformation were investigated three dimensionally and 3D behavior of deep beams…
ER  -