Evaluation of Diagonal-Tension Failure Load in Reinforced Concrete Beams Without Stirrups. Critical Depth Criterion

G. Ruiz, J. R. Carmona (2013). "Evaluation of Diagonal-Tension Failure Load in Reinforced Concrete Beams Without Stirrups. Critical Depth Criterion." In Proceedings of FraMCoS 8, Toledo, Spain.

G. Ruiz, J. R. Carmona. "Evaluation of Diagonal-Tension Failure Load in Reinforced Concrete Beams Without Stirrups. Critical Depth Criterion." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

G. Ruiz, J. R. Carmona, "Evaluation of Diagonal-Tension Failure Load in Reinforced Concrete Beams Without Stirrups. Critical Depth Criterion," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{g-ruiz2013,
  title     = {Evaluation of Diagonal-Tension Failure Load in Reinforced Concrete Beams Without Stirrups. Critical Depth Criterion},
  author    = {G. Ruiz, J. R. Carmona},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Evaluation of Diagonal-Tension Failure Load in Reinforced Concrete Beams Without Stirrups. Critical Depth Criterion
AU  - G. Ruiz
AU  - J. R. Carmona
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Evaluation_of_Diagonal-Tension_Failure_Load_in_Reinforced_Concrete_Beams_Without.pdf
AB  - The present work describes a simple model, based on concepts of Fracture Mechanics, to evaluate the diagonal tension failure load in reinforced concrete beams without stirrups. It is developed by an analytical method that identifies the variables on which the diagonal traction failure depends, with special attention to bond between concrete and steel bars. The beam collapse is caused whenacrack, which is developing through the beam cross section, reaches a certain depth which we will refer to as the critical depth. This depth depends on the position of the section being studied, the external load, the beam boundary conditions and…
ER  -