Creep Modelling of Ductile Fibre Reinforced Composites

G.P.A.G. Van Zijl, W. P. Boshoff (2004). "Creep Modelling of Ductile Fibre Reinforced Composites." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

G.P.A.G. Van Zijl, W. P. Boshoff. "Creep Modelling of Ductile Fibre Reinforced Composites." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

G.P.A.G. Van Zijl, W. P. Boshoff, "Creep Modelling of Ductile Fibre Reinforced Composites," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{g-p-a-g-van-zijl2004,
  title     = {Creep Modelling of Ductile Fibre Reinforced Composites},
  author    = {G.P.A.G. Van Zijl, W. P. Boshoff},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Creep Modelling of Ductile Fibre Reinforced Composites
AU  - G.P.A.G. Van Zijl
AU  - W. P. Boshoff
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Creep_Modelling_of_Ductile_Fibre_Reinforced_Composites.pdf
AB  - A ductile cement-based composite can be achieved by using short, randomly distributed polymer fibres in a cement-based matrix. This type of composite is known as ECC (Engineered Cement- based Composites). The advantage of this material is that it shows pseudo strain hardening if loaded in tension. The time-dependant behaviour is still an uncertainty for this type of material. Creep, a time- dependant phenomenon of cement-based composites, could cause a structure to fail at a lower than expected load if the load is sustained for a period of time. This is known as creep fracture. The time scale of creep fracture…
ER  -