Optimum treatment of PCM concrete interfaces

D.W. Zhang, F. Seiji, H. Furuuchi, T. Ueda (2010). "Optimum treatment of PCM concrete interfaces." In Proceedings of FraMCoS 7, Jeju, South Korea.

D.W. Zhang, F. Seiji, H. Furuuchi, T. Ueda. "Optimum treatment of PCM concrete interfaces." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

D.W. Zhang, F. Seiji, H. Furuuchi, T. Ueda, "Optimum treatment of PCM concrete interfaces," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{d-w-zhang2010,
  title     = {Optimum treatment of PCM concrete interfaces},
  author    = {D.W. Zhang, F. Seiji, H. Furuuchi, T. Ueda},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Optimum treatment of PCM concrete interfaces
AU  - D.W. Zhang
AU  - F. Seiji
AU  - H. Furuuchi
AU  - T. Ueda
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Optimum_treatment_of_PCM_concrete_interfaces.pdf
AB  - Experimental work including splitting tensile, three point bending, and direct shear tests on PCM-concrete composite specimens with various interface roughness R and substrate concrete was con- a ducted. The PCM-concrete bond strength, fracture energy as well as fractured surface were investigated quali- titatively and quantitatively. In case the substrate concrete was untreated, the bond strength as well as fracture energy was rather small, and the fracture developed along the PCM-concrete adhesion layer with even sur- face. The bond strength and fracture energy kept increasing with increase of interface roughness until the fracture mode was shifted from PCM-concrete adhesion layer to…
ER  -