Probabilistic aspects of high-dynamic compressive failure of cementitious materials

Bernhard Pichler, Erhardt Lach (2016). "Probabilistic aspects of high-dynamic compressive failure of cementitious materials." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Bernhard Pichler, Erhardt Lach. "Probabilistic aspects of high-dynamic compressive failure of cementitious materials." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Bernhard Pichler, Erhardt Lach, "Probabilistic aspects of high-dynamic compressive failure of cementitious materials," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{bernhard-pichler2016,
  title     = {Probabilistic aspects of high-dynamic compressive failure of cementitious materials},
  author    = {Bernhard Pichler, Erhardt Lach},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Probabilistic aspects of high-dynamic compressive failure of cementitious materials
AU  - Bernhard Pichler
AU  - Erhardt Lach
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Probabilistic_aspects_of_high-dynamic_compressive_failure_of_cementitious_materi.pdf
AB  - When subjecting cementitious materials to high-dynamic uniaxial compression, the ulti- mate load carrying capacity of tested specimens increases significantly with increasing loading rate. In the present paper, an engineering mechanics model [6,7] which explains high-dynamic strength- ening of cement pastes, mortars, and concretes under uniaxial compression is discussed. The model explains that high dynamic strengthening is probabilistic in the sense that the first crack may nucleate at any position within the volume of the tested specimen, and that the actual position of crack nucle- ation is relevant for the achievable compressive strength of the specimen. The disintegration process of the…
ER  -