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contributor authorKleio Avrithi
contributor authorBilal M. Ayyub
date accessioned2017-05-09T00:40:35Z
date available2017-05-09T00:40:35Z
date copyrightApril, 2010
date issued2010
identifier issn0094-9930
identifier otherJPVTAS-28527#021101_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/144693
description abstractClass 2 and 3 nuclear piping is designed according to the allowable stress design (ASD) method used in the ASME Boiler and Pressure Vessel (B&PV) code, Sec. III, Division 1, NC and ND-3600 according to which safety factors applied to the strength of steel (resistance) provide acceptable safety margins for the piping design. This paper describes the development of design equations according to the load and resistance factor design (LRFD) method for loads that cause primary stress such as sustained weight, internal pressure, and earthquake for different levels of piping operation. The LRFD method differs from the ASD since multiple factors, applied separately to each load and the strength of steel, provide safety margins that correspond to a known and acceptable probability of failure for the piping. Load combinations are provided, statistical properties for the variables under consideration are presented and the partial safety factors are moreover illustrated for different values of the target reliability index.
publisherThe American Society of Mechanical Engineers (ASME)
titleLoad and Resistance Factor Design (LRFD) of Nuclear Straight Pipes for Loads That Cause Primary Stress
typeJournal Paper
journal volume132
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.4000976
journal fristpage21101
identifier eissn1528-8978
treeJournal of Pressure Vessel Technology:;2010:;volume( 132 ):;issue: 002
contenttypeFulltext


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