Direct tensile behavior and size effect of strain-hardening fiber-reinforced cement-based composites (SHCC)

K. Rokugo, M. Moriyama, S.- C. Lim, Y. Uchida (2007). "Direct tensile behavior and size effect of strain-hardening fiber-reinforced cement-based composites (SHCC)." In Proceedings of FraMCoS 6, Catania, Italy.

K. Rokugo, M. Moriyama, S.- C. Lim, Y. Uchida. "Direct tensile behavior and size effect of strain-hardening fiber-reinforced cement-based composites (SHCC)." Paper presented at FraMCoS 6, Catania, Italy, 2007.

K. Rokugo, M. Moriyama, S.- C. Lim, Y. Uchida, "Direct tensile behavior and size effect of strain-hardening fiber-reinforced cement-based composites (SHCC)," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{k-rokugo2007,
  title     = {Direct tensile behavior and size effect of strain-hardening fiber-reinforced cement-based composites (SHCC)},
  author    = {K. Rokugo, M. Moriyama, S.- C. Lim, Y. Uchida},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Direct tensile behavior and size effect of strain-hardening fiber-reinforced cement-based composites (SHCC)
AU  - K. Rokugo
AU  - M. Moriyama
AU  - S.- C. Lim
AU  - Y. Uchida
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Direct_tensile_behavior_and_size_effect_of_strain-hardening_fiber-reinforced_cem.pdf
AB  - A simple tension test method on dumbbell specimens for strain-hardening fiber-reinforced ce- ment-based composites (SHCC) was proposed. Tension tests were reliably accomplished using the test appa- ratus proposed in this study, with all specimens broken in their test zones. Though the tensile strength and the tensile yield strength scarcely varied between the specimen thicknesses, the ultimate tensile strain scattered more widely as the specimen thickness increased. Regardless of the thickness, the crack widths of all speci- mens increased up to a strain of approximately 1%. When the strain exceeded 1%, the crack width of speci- mens with an ultimate tensile…
ER  -