<abstract xmlns="http://www.w3.org/1999/xhtml"><p> The present paper deals with the calculation of stresses on the pipeline system embedded on a flexible substrate which is burdened by a landslide. As well as taking into account the probability of the influences acting on the pipe as wall thickness, and others.</p></abstract>

The present paper deals with the calculation of stresses on the pipeline system embedded on a flexible substrate which is burdened by a landslide. As well as taking into account the probability of the influences acting on the pipe as wall thickness, and others.

The Effect of Landslide on Gas Pipeline

Slovak University of Technology in Bratislava, Faculty of Mechanical Engineering, Institute of Applied Mechanics and Mechatronics, Nám. slobody 17, 812 31 Bratislava,

VSB-Technical University of Ostrava, Faculty of Mechanical Engineering, Department of Applied Mechanics, 17.listopadu 15, Ostrava, 17. listopadu 15/2127, 708 33 Ostrava-Poruba,

Strojnícky časopis - Journal of Mechanical Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

{"article-title":"The Effect of Landslide on Gas Pipeline"}

The present paper deals with the calculation of stresses on the pipeline system embedded on a flexible substrate which is burdened by a landslide. As well as...

The Effect of Landslide on Gas Pipeline

Pubblicato online: 17 dic 2016

Pagine: 95 - 100

DOI: https://doi.org/10.1515/scjme-2016-0023

Parole chiave
Beam, elastic foundation, landslide, probability, SBRA Method, reliability assessment, Winkler model, Monte Carlo method, pipe excavation

© 2016

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

The Effect of Landslide on Gas Pipeline

Pubblicato online: 17 dic 2016

Pagine: 95 - 100

DOI: https://doi.org/10.1515/scjme-2016-0023

Parole chiaveBeam, elastic foundation, landslide, probability, SBRA Method, reliability assessment, Winkler model, Monte Carlo method, pipe excavation

© 2016

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Parole chiave
Beam, elastic foundation, landslide, probability, SBRA Method, reliability assessment, Winkler model, Monte Carlo method, pipe excavation