FEM Analysis of Tensile Fracture Phenomena in Concrete Structures

A. Ali (1995). "FEM Analysis of Tensile Fracture Phenomena in Concrete Structures." In Proceedings of FraMCoS 2, Zurich, Switzerland.

A. Ali. "FEM Analysis of Tensile Fracture Phenomena in Concrete Structures." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

A. Ali, "FEM Analysis of Tensile Fracture Phenomena in Concrete Structures," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{a-ali1995,
  title     = {FEM Analysis of Tensile Fracture Phenomena in Concrete Structures},
  author    = {A. Ali},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - FEM Analysis of Tensile Fracture Phenomena in Concrete Structures
AU  - A. Ali
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FEM_Analysis_of_Tensile_Fracture_Phenomena_in_Concrete_Structures.pdf
AB  - this research, formulation of tensile phenomena conducted, and Finite Element Method (FEM) for a body containing displacement discontinuity is considered as a suitable method for investigation of tensile fracture behavior in concrete structures. the aid of the formulation and FEM, several factors fracture are examined, such as, unloading softening behavior, and the transmission of shear stresses across surfaces. Special attention is paid to whether or not model can reproduce the process whereby smaller cracks, generated uniformly in concrete, can join to form a .., ......... J-, ... .., which keeps growing and opening. A plain concrete without a notch is…
ER  -