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contributor authorYvonne Theiner
contributor authorHermann Lehar
contributor authorGünter Hofstetter
date accessioned2017-05-08T21:58:03Z
date available2017-05-08T21:58:03Z
date copyrightAugust 2012
date issued2012
identifier other%28asce%29ps%2E1949-1204%2E0000144.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67646
description abstractFor pipelines laid in difficult ground, as frequently encountered in Alpine regions, a pipe system, consisting of individual pipes made of ductile cast iron, which are connected at joints at the construction site, is a favorable type of construction. This paper deals with the development of such pipelines for high operating pressures. Because the joints have to sustain both the high operating pressure and high axial forces assuring concurrently water tightness, they are the critical parts of such pipe systems. The synthesis of numerical simulations and experimental validation is presented as an efficient design approach. Prototypes are produced on the basis of the results of fully three-dimensional and simpler axisymmetric finite-element simulations. The prototypes are subjected to ultimate load tests for validating the design. A comparison of measured and computed data illustrates the structural behavior of the joint up to the ultimate load.
publisherAmerican Society of Civil Engineers
titleNumerical and Experimental Investigation of a Pipe-Joint System for High Operating Pressures
typeJournal Paper
journal volume3
journal issue3
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000096
treeJournal of Pipeline Systems Engineering and Practice:;2012:;Volume ( 003 ):;issue: 003
contenttypeFulltext


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