47590646 6 piping stress analysis case study 08 0507
DESCRIPTION
pipe stress analysis studyTRANSCRIPT
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SOFTWARE USED
CAESER II
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ISOMETRIC DRAWING
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PREFACE
Piping Stress analysis is a term applied to calculations, which address the static and dynamic loading resulting from the effects of gravity, temperature changes, internal and external pressures, changes in fluid flow rate and seismic activity.
Codes and standards establish the minimum requirements of stress analysis.
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APPLICATION
Safety of piping and piping components.
Safety of connected equipment and supporting structure.
Piping deflections are within the limits.
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STATIC ANALYSIS
Comprehensive Load Case Interactive Error Checking Extensive Spring Hanger Wind Load Calculations Nozzle Flexibilities and
Stresses Equipment Load Checks Flange Leakage and Stress
Checks Fatigue and Cumulative Usage
Analysis Wave and Current Load
Analysis
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DYNAMIC ANALYSIS
Mode Shape and Natural Frequency Calculations
Harmonic Displacement and Force Analysis
Shock Spectrum Analysis and Independent
Support Motion Force Spectrum Analysis Modal Time History Analysis Animation of Dynamic Response Missing Mass/Force Corrections Static/Dynamic Load Combinations Relief Valve Load Synthesis Data Interfaces
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OUTPUT
Customizable Reports
Graphic Review of Analytical Results
Automatic Pipe Stress Isometrics
ODBC Database Export
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ASME B31.1 CODES AND STANDARDS
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ASME B31.3 CODES AND STANDARDS
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CO-ORDINATES
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C+IND CASE STUDY:1
WITHOUT SUPPORT
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INPUT:MATERIAL
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FITTINGS
RIGIDS
BENDS
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ALLOWABLES
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PIPE ELEMENTS
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PIPE ELEMENTS
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PIPE ELEMENTS
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CONCLUSIONOF C+ IND CASE STUDY:1
As per Input support location is not identified so, the deflection increases and henceforth allowable stress on the pipe increases subjected to temperature and pressure
Report based on the input as follows
Analyzed reports shall be submitted in the required format of the customer.
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REPORT (Failure)
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REPORT (Failure)
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REPORT (Failure)
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Case study 2 comprises the same input as case study 1 excluding the pipe supports and hangers.
Restraints input (at specific & maximum displacement node point from case study 1) is as follows.
C+IND CASE STUDY:2
WITH SUPPORT
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RESTRAINTS
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SUPPORT REPORT
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RESTRAINT-DISPLACEMENT REPORT
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STRESS REPORT-SUSTAIN CONDITION
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STRESS REPORT-SUSTAIN CONDITION
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STRESS REPORT- EXPANSON CONDITION
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STRESS REPORT- EXPANSON CONDITION
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COMBINATION STRESS (SUS & EXP)
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COMBINATION STRESS (SUS & EXP)
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SUSTAINED DISPLACEMENT
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EXPANSION DISPLACEMENT
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CONCLUSIONOF C+ IND CASE STUDY:2
The Analysis of case study 2 is within allowable stress condition since, the absorption of the loads are carried by supports and hangers.
The supports and hangers acts as guides to the pipe routing and also deflects the loads acting on the pipe.
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