STRESS-STRAIN STATE OF UNDERGROUND PLASTIC PIPES
Abstract
This article examines the features of the stress-strain state (SSS) of plastic pipes used in underground utilities. Factors of external load from the soil, as well as the characteristics of the pipe material (PE, PVC, etc.) are taken into account. Methods of numerical and experimental analysis of SSS are given, modeling results are presented, and recommendations for improving the reliability of systems are given..
References
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