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A platform for research: civil engineering, architecture and urbanism
Prediction of the Time-Variant Behaviour of Concrete Sewer Collection Pipes Undergoing Deterioration Due to Biogenic Sulfuric Acid
The influence of microbiologically induced corrosion on the bearing capacity of concrete sewer pipes is modeled as a time dependant and stochastic problem. The potential of the model and software is shown in this presentation of a parametric study of a corroding pipe, the comparison of crushing strength to test results and an approach for the complex analysis of a buried pipe.
Prediction of the Time-Variant Behaviour of Concrete Sewer Collection Pipes Undergoing Deterioration Due to Biogenic Sulfuric Acid
The influence of microbiologically induced corrosion on the bearing capacity of concrete sewer pipes is modeled as a time dependant and stochastic problem. The potential of the model and software is shown in this presentation of a parametric study of a corroding pipe, the comparison of crushing strength to test results and an approach for the complex analysis of a buried pipe.
Prediction of the Time-Variant Behaviour of Concrete Sewer Collection Pipes Undergoing Deterioration Due to Biogenic Sulfuric Acid
Řoutil, L. (author) / Chromá, M. (author) / Teplý, B. (author) / Novák, D. (author)
10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures ; 2015 ; Vienna, Austria
CONCREEP 10 ; 219-228
2015-09-18
Conference paper
Electronic Resource
English
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