Constitutiverelationsfornumericalanalysisofstress deformationbehaviorofconcrete subjectedto thermalloads

H. S.Miiller, V. Mechtcherine (2001). "Constitutiverelationsfornumericalanalysisofstress deformationbehaviorofconcrete subjectedto thermalloads." In Proceedings of FraMCoS 4, Cachan, France.

H. S.Miiller, V. Mechtcherine. "Constitutiverelationsfornumericalanalysisofstress deformationbehaviorofconcrete subjectedto thermalloads." Paper presented at FraMCoS 4, Cachan, France, 2001.

H. S.Miiller, V. Mechtcherine, "Constitutiverelationsfornumericalanalysisofstress deformationbehaviorofconcrete subjectedto thermalloads," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{h-s-miiller2001,
  title     = {Constitutiverelationsfornumericalanalysisofstress deformationbehaviorofconcrete subjectedto thermalloads},
  author    = {H. S.Miiller, V. Mechtcherine},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - Constitutiverelationsfornumericalanalysisofstress deformationbehaviorofconcrete subjectedto thermalloads
AU  - H. S.Miiller
AU  - V. Mechtcherine
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Constitutiverelationsfornumericalanalysisofstress_deformationbehaviorofconcrete.pdf
AB  - On the basis of foregoing experimental and the numerical investigations a simple and an ad- vanced material law for concrete under thermal load were developed. The advanced material law is based on a rheological-statistical, physically sound material model, whereas the constitutive relations of the simple ma- terial law are purely empirical. Further, a procedure to take into account the heterogeneity of concrete throughout the structure was developed. The simple material law was verified by the simulation of the bend tests, which had been performed at different temperatures. Afterwards it was used for a numerical prediction of the cracking behavior of…
ER  -