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Record W1993158929 · doi:10.1115/icone17-75100

Investigation of Discrepancies in Waterhammer Structural Integrity Analysis Simulation and Actual Vibration Testing

2009· article· en· W1993158929 on OpenAlexaff
Khalid Chaudhry, Andrei Blahoianu

Bibliographic record

VenueVolume 2: Structural Integrity; Safety and Security; Advanced Applications of Nuclear Technology; Balance of Plant for Nuclear Applications · 2009
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsCanadian Nuclear Safety Commission
Fundersnot available
KeywordsPipingStructural engineeringDisplacement (psychology)VibrationEngineeringFinite element methodMechanical engineeringPhysicsAcoustics

Abstract

fetched live from OpenAlex

While verifying the Primary Heat Transport (PHT) piping design for increased waterhammer loads due to sudden relief valve opening, it was discovered that linear piping analysis FEA program, which was relied upon extensively in the past, predicted overly conservative results. By overestimating the piping stresses, the stress results did not satisfy the ASME code, Section III, subsection NB-3652 Equation 9 limits for Level B service loading. During the course of investigation to meet ASME code limits, the licensee carried out a series of controlled actual waterhammer tests on thoroughly instrumented PHT piping and recorded the measured piping displacements. Waterhammer pressure-time histories created from these actual tests were then used as input into the standard linear piping analyses to compare analysis simulation results with the actual measured displacement data. It was observed that the analysis simulation results overestimated the piping displacement results by a large margin, i.e., by a factor of 5. A further insight into the analysis results indicated the presence of a single, the so called “killer” mode of vibration which accounted for nearly all of the PHT piping displacement response to test waterhammer loading. On a hypothetical basis, a restraint was applied in the direction of vibration of the pipe and the linear analysis was repeated. It was discovered that the simulated analytical piping response using a modified restraint had a much better match with the displacement results obtained during the actual test. From this hypothetical restraint application, it was inferred that friction between the supports and the pipe is the key ingredient which dampens the pipe oscillations and hence a lower response during the test than the linear analysis which does not consider the friction between the pipe and its guide support. This paper further investigates the contribution of structural damping, friction effects between the pipe and its supports (use of contact elements), fluid structure interactions and issues related to application of friction to carry out ‘modified’ nonstandard analyses to better predict the piping response to waterhammer transient loading.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.003
metaresearch head score (Gemma)0.010
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.003
Threshold uncertainty score0.017

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0030.010
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0010.001
Open science0.0010.000
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0020.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.008
GPT teacher head0.227
Teacher spread0.219 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations0
Published2009
Admission routes1
Has abstractyes

Explore more

Same venueVolume 2: Structural Integrity; Safety and Security; Advanced Applications of Nuclear Technology; Balance of Plant for Nuclear Applications→Same topicGeotechnical Engineering and Underground Structures→French-language works237,207→