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contributor authorPatrick J. Creegan
date accessioned2017-05-08T21:01:59Z
date available2017-05-08T21:01:59Z
date copyrightNovember 1983
date issued1983
identifier other%28asce%290733-947x%281983%29109%3A6%28840%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36124
description abstractHarnessing is a technique of resisting thrust in pipe bends where it is judged to be a more economic alternative than casting anchor blocks, or where the ground in which pipe is buried is weak or unstable and, thus, is incapable of economically providing passive pressure necessary for thrust blocks. Some erroneous technical papers have been in circulation which have influenced design in some circles to the economic detriment of the projects involved. This paper refutes formulas often used to calculate the tensile force in the first joint at bends in pressure pipelines where Jhrust is resisted by restrained or harnessed joints.
publisherAmerican Society of Civil Engineers
titlePipe Restraints: Design Fallacies
typeJournal Paper
journal volume109
journal issue6
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1983)109:6(840)
treeJournal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 006
contenttypeFulltext


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