Experimental Study in the Mechanical Behavior in Construction Joints of Concrete Structures

H. Mihashi, K. Rokugo, S. Ishihara (1998). "Experimental Study in the Mechanical Behavior in Construction Joints of Concrete Structures." In Proceedings of FraMCoS 3, Gifu, Japan.

H. Mihashi, K. Rokugo, S. Ishihara. "Experimental Study in the Mechanical Behavior in Construction Joints of Concrete Structures." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

H. Mihashi, K. Rokugo, S. Ishihara, "Experimental Study in the Mechanical Behavior in Construction Joints of Concrete Structures," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{h-mihashi1998,
  title     = {Experimental Study in the Mechanical Behavior in Construction Joints of Concrete Structures},
  author    = {H. Mihashi, K. Rokugo, S. Ishihara},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Experimental Study in the Mechanical Behavior in Construction Joints of Concrete Structures
AU  - H. Mihashi
AU  - K. Rokugo
AU  - S. Ishihara
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Experimental_Study_in_the_Mechanical_Behavior_in_Construction_Joints_of_Concrete.pdf
AB  - With the aim of exammmg shear stress transfer mechanism in construction joints of concrete structures, shear tests which compare the specimens of construction joint having different degrees of roughness with unjointed ones were conducted. As the result, it has become clear that the shear transfer mechanism is subdivided into approximately four stages: before crack initiation, crack propagation stage, transition stage, and interlocking stage, and that the difference of shear transfer between construction joints and unjointed specimens is caused by the difference of behavior in the transition stage. Futhermore, the existence of shear softening in the crack propagation stage was shown…
ER  -