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The Programs for Strength Calculation in Pipelines

The Programs for Strength Calculation in Pipelines

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10 th International Symposium„Topical Problems <strong>in</strong> the Field of Electrical and Power Eng<strong>in</strong>eer<strong>in</strong>g“Pärnu, Estonia, January 10-15, 2011<strong>The</strong> <strong>Programs</strong> <strong>for</strong> <strong>Strength</strong> <strong>Calculation</strong> <strong>in</strong> Pipel<strong>in</strong>esJelena Priss, Ivan KlevtsovTall<strong>in</strong>n University of Technologylenapriss@hot.ee, Klevtsov@staff.ttu.eeAbstract<strong>The</strong> trend of development Estonian oil <strong>in</strong>dustry,related to European Union strict technologicalrequirements, needs develop<strong>in</strong>g methods ofpipel<strong>in</strong>e optimization on the basis on strengthcondition analysis. This paper presents an overviewand comparative analysis of 4 strength calculationprograms (START, RAMPA, LV pipe II, CAESARII). <strong>The</strong> follow<strong>in</strong>g factors were used <strong>for</strong> analysis:computational algorithms and basic standards,technical specs, application areas, graphicsfunction, error checker and reports. <strong>The</strong>re arementioned the risks of the usage of manualstrength calculation.KeywordsPipel<strong>in</strong>e construction, strength calculations,standards, programs, manual calculation.IntroductionThis paper draws on ongo<strong>in</strong>g PhD thesis “Pip<strong>in</strong>goptimization on the basis of strength conditionanalysis”. <strong>The</strong> paper is structured as follows. Afteran overview of the theoretical issues the paper willprovide an overview of the programs analysis <strong>for</strong>pipel<strong>in</strong>e construction.<strong>The</strong> paper considers the description of four differentprograms (START, RAMPA, LV pipe II, CAESARII) <strong>for</strong> strength calculation. <strong>The</strong> programs areanalyzed by standard, program developer, technicalspecs, language, application areas, graphics function,error checker and reports.to choose the configuration of pipel<strong>in</strong>e and, at thesame time, to avoid unnecessary pipel<strong>in</strong>ecomplication. It is necessary to arrange the supportstaken <strong>in</strong>to consideration so that they do not reducepipel<strong>in</strong>e compensat<strong>in</strong>g capacity. <strong>Strength</strong> calculationallows f<strong>in</strong>d<strong>in</strong>g correct solution <strong>for</strong> supportsplacements, their types and characteristics.<strong>Programs</strong> characteristic and comparisonRequirements to technical calculation of program<strong>The</strong> ma<strong>in</strong> requirements to technical calculation ofthe program are considered <strong>in</strong> this part of paper. <strong>The</strong>program is supposed to calculate:• Reactions, <strong>for</strong>ces and moments <strong>in</strong> supports andconnected equipment• Pipel<strong>in</strong>e <strong>for</strong>ces and moments• Displacements• <strong>Strength</strong> and stress calculations accord<strong>in</strong>g tostandard EVS-EN 13480• Nozzle loads• W<strong>in</strong>d loads• Friction• Fatigue<strong>The</strong> ma<strong>in</strong> characteristics of strength calculationprograms are given <strong>in</strong> Table 1.Table 2 shows feature comparison of programsRAMPA, START, LV pipe II and CAESAR II.STARTPipel<strong>in</strong>e constructionPipel<strong>in</strong>e is basically a transport structure. Products<strong>for</strong> transport: liquid, gaseous, toxic and explosive.Technological areas are sewerage plants and watermanagement facilities, power eng<strong>in</strong>eer<strong>in</strong>g, chemicaland petrochemical <strong>in</strong>dustry, nuclear powereng<strong>in</strong>eer<strong>in</strong>g.<strong>Strength</strong> calculations are necessary <strong>in</strong> the design ofpipel<strong>in</strong>es. <strong>Strength</strong> calculation gives an opportunityFigure.1. START user <strong>in</strong>terface209


Table 1 .<strong>Strength</strong> calculation programs characteristicsProgram RAMPA START LV pipe II CAESAR IIStandardDeveloperRussian FederationStandardISTC „Dipriz“Russian FederationRussian FederationStandardNTP„Truboprovod“Russian FederationEVS-EN 13480“LauterbachVerfahrenstechnik”GermanyInternational ISO„COADE“USALanguage Russian Russian German, English EnglishProducts <strong>for</strong>transportTechnicalspecsApplicationareasGraphicsfunctionError checkerand reportsSteam, hot water,oil, gasMicrosoft W<strong>in</strong>dows2000 / DOS (DiskOperat<strong>in</strong>g System)Pipel<strong>in</strong>econstructionSteam, hot water,oil, gasMicrosoft W<strong>in</strong>dowsXPPipel<strong>in</strong>econstructionSteam, hot water,oil, gasMicrosoft W<strong>in</strong>dows2000 / XP / Vistaand as Excel 2000<strong>The</strong>rmal processeng<strong>in</strong>eer<strong>in</strong>g,pressure vesseldesign and pipel<strong>in</strong>econstructionSteam, hot water,oil, gasMicrosoftW<strong>in</strong>dows XP/W<strong>in</strong>dows VistaProcess and plantdesign, pipel<strong>in</strong>econstruction3D 3D 3D 3DIntegrated Integrated Integrated IntegratedTable 2. Requirements to technical calculation of programProgram RAMPA START LV pipe II CAESAR IISupport reactions x x x xForces and moments x x x xElbow ovality x - - -Displacements x x x xEVS-EN 13480 - - x xNozzle loads x x x xW<strong>in</strong>d loads x x x xFriction x x x xFatigue x x x xSpr<strong>in</strong>g hangerspropertiesx x x xSTART is the most widely used pipe stress analysisprogram <strong>in</strong> Russia and CIS countries. START iswidely used by major plants and design companies<strong>in</strong> chemical, oil and gas, power, metallurgy andother <strong>in</strong>dustries. <strong>The</strong> START program is fullycertified accord<strong>in</strong>g to Russian standards.<strong>Strength</strong> and rigidity analysis <strong>for</strong> steam and hotwater pipel<strong>in</strong>es, ma<strong>in</strong> gas and oil pipel<strong>in</strong>es, processsteel pip<strong>in</strong>gs. Branched 3D pipel<strong>in</strong>es with variousdesign of end and <strong>in</strong>termediate supports, withvarious expansion jo<strong>in</strong>ts made <strong>in</strong> the <strong>for</strong>m ofcorrugated, lens-shaped, stuff<strong>in</strong>g box, or bellowstype pipe compensators under static and cyclicload<strong>in</strong>g of various nature (temperature expansion,concentrated and distributed loads, supportmovement, tension, and compression) are calculated.If required, the program automatically selects spr<strong>in</strong>gsupports and calculates their tighten<strong>in</strong>g torque.Pipel<strong>in</strong>e and fixtures strength and bear<strong>in</strong>g capacityassessment is done <strong>for</strong> various Russian standards(con<strong>for</strong>mity with norms confirmed by Certificate ofGosstroy RF ROSS RU.SP11. N 00003 Gosstroy RF№ 0075985).210


CAESAR IIFig. 2. CAESAR II user <strong>in</strong>terfaceCAESAR II makes it easy to <strong>in</strong>put and display allthe data needed to accurately def<strong>in</strong>e a pip<strong>in</strong>g systemanalysis model. Input can be accessed or modifiedon an element-by-element basis, or datasets can beselected to make global changes. <strong>The</strong> CAESAR II<strong>in</strong>put graphics module makes quick work ofdevelop<strong>in</strong>g analysis models while clearly <strong>in</strong>dicat<strong>in</strong>gareas of concern and provid<strong>in</strong>g an excellent idea ofthe pip<strong>in</strong>g system's flexibility. Colour-coded stressmodels and animated displacements <strong>for</strong> any stressload case are available. Besides the evaluation of apip<strong>in</strong>g system’s response to thermal, weight andpressure loads, CAESAR II analysis the effects ofw<strong>in</strong>d, support settlement, seismic loads and waveloads.<strong>The</strong> CAESAR II program <strong>in</strong>cludes an <strong>in</strong>tegratederror checker. Reports are clear, accurate conciseand fully user def<strong>in</strong>able.CAESAR II <strong>in</strong>corporates table look-ups <strong>for</strong> pip<strong>in</strong>gmaterials and components plus expansion jo<strong>in</strong>ts,structural steel sections, spr<strong>in</strong>g hangers and materialproperties <strong>in</strong>clud<strong>in</strong>g allowable stress. This ensurescorrect datasets are used <strong>for</strong> each analysis. CAESARII is certified accord<strong>in</strong>g <strong>in</strong>ternational pip<strong>in</strong>g codes.Features:• Static and dynamic analysis• Intuitive analysis model creation• Cutt<strong>in</strong>g-edge graphics• Load and view plant model• Comprehensive error check<strong>in</strong>g• User-def<strong>in</strong>able reports• W<strong>in</strong>d and wave analysis• Seismic and support settlement analysis• International pip<strong>in</strong>g codes• Extensive material databases• Steel databases and modell<strong>in</strong>gLV PIPE II<strong>The</strong> LV PIPE II user <strong>in</strong>terface is completely<strong>in</strong>tegrated <strong>in</strong>to MS EXCEL. <strong>The</strong> EXCELenvironment enables the user to implement his owndata and l<strong>in</strong>ks and to create the documentationaccord<strong>in</strong>g his preferences. Results of a calculationare totally separated from the <strong>in</strong>put (EXCEL sheets).Fig. 3. LV PIPE II user <strong>in</strong>terfaceFeatures:• Maximum number of allowable displacementcycles is documented• <strong>The</strong> displacement of the pipe system can bepresented animated <strong>for</strong> every load case• <strong>The</strong> node numbers are presented perspectively(same size) to grant the utmost clarity <strong>in</strong>presentation. Numbers and names are scaleableand rotatable.• Pipes marked <strong>in</strong> the Excel sheet are highlighted<strong>in</strong> the graphics simultaneously• CAD-Options: Export of graphics as 2D or 3D-DXF <strong>for</strong> further use (Stresses presented <strong>in</strong>colours)RAMPARAMPA carries out verify<strong>in</strong>g calculation of strength<strong>in</strong> which, besides the <strong>in</strong>ternal pressure, it takes <strong>in</strong>toaccount the action on the pipel<strong>in</strong>e of additionaloperational loads from the follow<strong>in</strong>g factors:• Weight of the metal, the transported fluid, heat<strong>in</strong>sulationand the fitt<strong>in</strong>gs of pipel<strong>in</strong>e system• <strong>The</strong>rmal expansions (self-compensation) of thepipel<strong>in</strong>e• <strong>The</strong>rmal expansions and other de<strong>for</strong>mations <strong>in</strong>structures of the attached equipment andsupport<strong>in</strong>g system• Possible residual curvature of the pipel<strong>in</strong>e as aresult of accumulation of plastic creepde<strong>for</strong>mations, so-called “self-extensions”At verify<strong>in</strong>g calculation of durability of the pipel<strong>in</strong>ethe program def<strong>in</strong>es equivalent stresses <strong>for</strong> all itstest<strong>in</strong>g sections and typical details (arc and sectorelbows, tees), compares to allowed stress and comesto the conclusion of per<strong>for</strong>m<strong>in</strong>g of standardconditions. Besides strength estimation the programcalculates design loads on the equipment andsupport<strong>in</strong>g constructions at verify<strong>in</strong>g calculation ofpipel<strong>in</strong>e system where the special stage ofcalculation is carried out <strong>for</strong> spr<strong>in</strong>g suspension(assembly, simplify<strong>in</strong>g system adjustment).<strong>The</strong> maximum equivalent stresses <strong>in</strong> pipel<strong>in</strong>esections are def<strong>in</strong>ed on the basis of ma<strong>in</strong> stresscomponents with application of the theory of the211


greatest tangential pressure (the third theory ofstrength or the theory of H. Treska)<strong>The</strong> RAMPA program is fully certified accord<strong>in</strong>g toRussian standards.Manual calculationDurability and resistance of pipel<strong>in</strong>e depends ondifferent external factors: thermal expansion,concentrated and distributed loads, displacements ofthe supports, stretch<strong>in</strong>g. <strong>The</strong>se factors are caused byrandom temperature fluctuation of transportedproduct. <strong>The</strong>re is a risk <strong>for</strong> the pipel<strong>in</strong>e system tomake strength calculation manually. For theestimation of the pipel<strong>in</strong>e stability it is necessary tomake calculation with program.StandardAll strength calculations should be done accord<strong>in</strong>gto standard EVS-EN 13480.Conclusion<strong>The</strong> paper presents a comparative analysis ofprograms applicable <strong>for</strong> design of pipel<strong>in</strong>esoperat<strong>in</strong>g under different temperature, <strong>in</strong>ternalpressure and external mechanical loads.Present analysis helps to consider programsavailability on the energy market.<strong>Strength</strong> calculation programs analysis is necessary<strong>for</strong> the future researches <strong>in</strong> this field.<strong>The</strong> next steps <strong>for</strong> ongo<strong>in</strong>g PhD thesis are:• Test the demo version of programs• Analysis of pipel<strong>in</strong>e strength calculationsReferences1. http://www.kpria.cz/en/pevnostni-vypocty-adynamic/types-of-strength-calculations/(23.11.2010)2. http://www.coade.com/products/caesarii(24.11.2010)3. http://www.truboprovod.ru/en/about/it.shtml(24.11.2010)4. http://www.lvsoft.com/software/fachbereiche/rohrleitung/<strong>in</strong>dex.htm (26.11.21010)5. http://www.ckti.ru/rampa.html(26.11.2010)212

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