Strength of a Concrete Element under the Action of Concentrated Tensile or Shear Force

D.Z. Yankelevsky, V.I. Yagust (1995). "Strength of a Concrete Element under the Action of Concentrated Tensile or Shear Force." In Proceedings of FraMCoS 2, Zurich, Switzerland.

D.Z. Yankelevsky, V.I. Yagust. "Strength of a Concrete Element under the Action of Concentrated Tensile or Shear Force." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

D.Z. Yankelevsky, V.I. Yagust, "Strength of a Concrete Element under the Action of Concentrated Tensile or Shear Force," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{d-z-yankelevsky1995,
  title     = {Strength of a Concrete Element under the Action of Concentrated Tensile or Shear Force},
  author    = {D.Z. Yankelevsky, V.I. Yagust},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - Strength of a Concrete Element under the Action of Concentrated Tensile or Shear Force
AU  - D.Z. Yankelevsky
AU  - V.I. Yagust
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Strength_of_a_Concrete_Element_under_the_Action_of_Concentrated_Tensile_or_Shear.pdf
AB  - Global strength of a concrete element under the a ...,...,,, .. ....., .... , ...... " .......... , ..... tensile or shear force, which is applied at a given location on on element surface, is considered. Methods of fracture ..LJl.11...., . ...,J ............ Jl.JI. • .,,., used for strength evaluation and mathematical expressions are taking into consideration size effects. Published test examined and compared with the proposed formulae. It has been "'"n.,xrn that in the considered cases three possible types of fracture quasi-brittle, pseudo-plastic and an intermediate type. brittleness degree is determined by the values of the ratio characteristic size…
ER  -