A local bond stress slip model for reinforcing bars in self compacting concrete

G. De Schutter, L. Taerwe, P. Desnerck (2010). "A local bond stress slip model for reinforcing bars in self compacting concrete." In Proceedings of FraMCoS 7, Jeju, South Korea.

G. De Schutter, L. Taerwe, P. Desnerck. "A local bond stress slip model for reinforcing bars in self compacting concrete." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

G. De Schutter, L. Taerwe, P. Desnerck, "A local bond stress slip model for reinforcing bars in self compacting concrete," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{g-de-schutter2010,
  title     = {A local bond stress slip model for reinforcing bars in self compacting concrete},
  author    = {G. De Schutter, L. Taerwe, P. Desnerck},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - A local bond stress slip model for reinforcing bars in self compacting concrete
AU  - G. De Schutter
AU  - L. Taerwe
AU  - P. Desnerck
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_local_bond_stress_slip_model_for_reinforcing_bars_in_self_compacting_concrete.pdf
AB  - The force transfer in reinforced concrete is provided by the concrete -to-steel bond. This phe- nomenon has widely been studied for conventional vi brated concrete (CVC). For self-compacting concrete (SCC) however less test results are available. To fill in this lack and to develop adapted standards for predict- ing the bond of reinforcement in SCC, an experimental program has been set up. The bond strength of rein- forcement bars with different diameters has been tested by means of “beam-test” specimens. During testing the bond stress-slip response was recorded. From the test results it can be seen that the maximum bond…
ER  -