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contributor authorRavikiran, A.
contributor authorDubey, P. N.
contributor authorAgrawal, M. K.
contributor authorReddy, G. R.
contributor authorSingh, R. K.
contributor authorVaze, K. K.
date accessioned2017-05-09T01:23:04Z
date available2017-05-09T01:23:04Z
date issued2015
identifier issn0094-9930
identifier otherpvt_137_03_031011.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/159472
description abstractRational seismic design procedures necessitate comprehensive evaluation of nuclear piping systems under large amplitude seismic loads. This comprehensive assessment requires accurate prediction of inelastic response of piping system till failure to ensure adequate margins for unexpected beyond design basis events. The present paper describes the details of experimental and numerical studies of inelastic response of pressurized piping system under seismic loading. Shake table test has been carried out on a threedimensional stainless steel piping system under internal pressure and seismic load. The amplitude of base excitation has been increased till failure of the piping system. The tested piping system has been analyzed using iterative response spectrum (IRS) method for various levels of excitation. The comparison of numerical and experimental results is given in the paper.
publisherThe American Society of Mechanical Engineers (ASME)
titleExperimental and Numerical Studies of Ratcheting in a Pressurized Piping System Under Seismic Load
typeJournal Paper
journal volume137
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.4028619
journal fristpage31011
journal lastpage31011
identifier eissn1528-8978
treeJournal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 003
contenttypeFulltext


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