Mode I Fracture Behaviour of Recycled Concrete

E.K. Tschegg, R. Travnicek, S. Ishiguro, S.E. Stanzl-Tschegg (1995). "Mode I Fracture Behaviour of Recycled Concrete." In Proceedings of FraMCoS 2, Zurich, Switzerland.

E.K. Tschegg, R. Travnicek, S. Ishiguro, S.E. Stanzl-Tschegg. "Mode I Fracture Behaviour of Recycled Concrete." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

E.K. Tschegg, R. Travnicek, S. Ishiguro, S.E. Stanzl-Tschegg, "Mode I Fracture Behaviour of Recycled Concrete," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{e-k-tschegg1995,
  title     = {Mode I Fracture Behaviour of Recycled Concrete},
  author    = {E.K. Tschegg, R. Travnicek, S. Ishiguro, S.E. Stanzl-Tschegg},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - Mode I Fracture Behaviour of Recycled Concrete
AU  - E.K. Tschegg
AU  - R. Travnicek
AU  - S. Ishiguro
AU  - S.E. Stanzl-Tschegg
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Mode_I_Fracture_Behaviour_of_Recycled_Concrete.pdf
AB  - load-displacement curves of concrete, which had been produced natural (NC) or with recycled concrete aggregate (RC), were determined cubic specimens and a wedge splitting procedure allowing stable crack growth. From the load-displacement curves, fracture mechanical data and the softening diagram were derived. The specific fracture energy of RC is 71.5 Nim, which is only 60 % of that of NC. The maximum load of RC in the load-displacement diagram is only % of NC. The observed differences of the fracture behaviour between RC and NC and fractographic results are analyzed and discussed.
ER  -