Detail publikace

Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete

MISÁK, P. DANĚK, P. KOCÁB, D. POTOČKOVÁ, M. MORAVCOVÁ, B. TOPOLÁŘ, L.

Originální název

Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete

Anglický název

Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete

Jazyk

en

Originální abstrakt

This paper deals with determining the dependence of the value of the static modulus of elasticity of concrete in compression on the number of loading cycles. The deformation of specimens during multiple cyclic loading was measured in the elastic region of the stress-strain curve for concrete. The specimens were subjected to up to 1500 loading cycles. The main goal of the experiment was to ascertain whether the multiple cyclic loading causes significant changes in the static modulus of elasticity.

Anglický abstrakt

This paper deals with determining the dependence of the value of the static modulus of elasticity of concrete in compression on the number of loading cycles. The deformation of specimens during multiple cyclic loading was measured in the elastic region of the stress-strain curve for concrete. The specimens were subjected to up to 1500 loading cycles. The main goal of the experiment was to ascertain whether the multiple cyclic loading causes significant changes in the static modulus of elasticity.

Dokumenty

BibTex 


@inproceedings{BUT137160,
  author="Petr {Misák} and Petr {Daněk} and Dalibor {Kocáb} and Michaela {Potočková} and Bronislava {Bednářová} and Libor {Topolář}",
  title="Assessment of the Influence of Multiple Cyclic Loading on the Static Modulus of Elasticity of Hardened Concrete",
  annote="This paper deals with determining the dependence of the value of the static modulus of elasticity of concrete in compression on the number of loading cycles. The deformation of specimens during multiple cyclic loading was measured in the elastic region of the stress-strain curve for concrete. The specimens were subjected to up to 1500 loading cycles. The main goal of the experiment was to ascertain whether the multiple cyclic loading causes significant changes in the static modulus of elasticity.",
  address="Trans Tech Publications",
  booktitle="Solid State Phenomena: 23rd Concrete Days",
  chapter="137160",
  doi="10.4028/www.scientific.net/SSP.259.21",
  howpublished="print",
  institution="Trans Tech Publications",
  number="259",
  year="2017",
  month="may",
  pages="21--24",
  publisher="Trans Tech Publications",
  type="conference paper"
}