Detail publikace

Prediction of time-variant behaviour of concrete sewer collection pipes deteriorated due to biogenic sulfuric acid

ŘOUTIL, L. ROVNANÍKOVÁ, M. TEPLÝ, B. NOVÁK, D.

Originální název

Prediction of time-variant behaviour of concrete sewer collection pipes deteriorated due to biogenic sulfuric acid

Anglický název

Prediction of time-variant behaviour of concrete sewer collection pipes deteriorated due to biogenic sulfuric acid

Jazyk

en

Originální abstrakt

The influence of microbiologically induced corrosion on bearing capacity of concrete sewer pipes is modelled as time dependant and stochastic problem. Parametric studies of corroding pipe, the comparison of crushing strength to test results and an approach for the complex analysis of buried pipe are presented.

Anglický abstrakt

The influence of microbiologically induced corrosion on bearing capacity of concrete sewer pipes is modelled as time dependant and stochastic problem. Parametric studies of corroding pipe, the comparison of crushing strength to test results and an approach for the complex analysis of buried pipe are presented.

Dokumenty

BibTex 


@inproceedings{BUT122905,
  author="Ladislav {Řoutil} and Markéta {Rovnaníková} and Břetislav {Teplý} and Drahomír {Novák}",
  title="Prediction of time-variant behaviour of concrete sewer collection pipes deteriorated due to biogenic sulfuric acid",
  annote="The influence of microbiologically induced corrosion on bearing capacity of concrete sewer pipes is modelled as time dependant and stochastic problem. Parametric studies of corroding pipe, the comparison of crushing strength to test results and an approach for the complex analysis of buried pipe are presented.",
  booktitle="CONCREEP-10 Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures",
  chapter="122905",
  doi="10.1061/9780784479346.026",
  howpublished="electronic, physical medium",
  year="2015",
  month="september",
  pages="219--228",
  type="conference paper"
}