Splitting Cracks in Reinforced Concrete Elements under Tensile Loads

B. Tork, J. Galvez, J. Planas, M. Elices (1998). "Splitting Cracks in Reinforced Concrete Elements under Tensile Loads." In Proceedings of FraMCoS 3, Gifu, Japan.

B. Tork, J. Galvez, J. Planas, M. Elices. "Splitting Cracks in Reinforced Concrete Elements under Tensile Loads." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

B. Tork, J. Galvez, J. Planas, M. Elices, "Splitting Cracks in Reinforced Concrete Elements under Tensile Loads," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{b-tork1998,
  title     = {Splitting Cracks in Reinforced Concrete Elements under Tensile Loads},
  author    = {B. Tork, J. Galvez, J. Planas, M. Elices},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Splitting Cracks in Reinforced Concrete Elements under Tensile Loads
AU  - B. Tork
AU  - J. Galvez
AU  - J. Planas
AU  - M. Elices
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Splitting_Cracks_in_Reinforced_Concrete_Elements_under_Tensile_Loads.pdf
AB  - Relative slip between ribbed steel bars and concrete produces radial cracks in reinforced concrete elements subjected to tensile forces. Bond stress is directly related to this cracking through a complex mechanism involving loss of confinement of the bar. Ribbed bar geometry, concrete fracture properties and concrete cover are some of the governing parameters which control the bond capacity. However, a model describing accurately the complex mechanisms involved is still lacking. This paper presents the results of an experimental research to study cracking in prismatic concrete specimens with an embedded ribbed steel bar subjected to tension. The tests were developed for…
ER  -