MétaCan
Menu
Back to cohort
Record W4309121749 · doi:10.1061/9780784484432.052

Seismic Resilience of Carbon Fiber Reinforced Polymer Renewed Riveted Steel Pipe Using Finite Element Modeling

2022· article· en· W4309121749 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueLifelines 2022 · 2022
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsStantec (Canada)
Fundersnot available
KeywordsStructural engineeringFinite element methodPipeline transportBucklingCarbon fiber reinforced polymerDeformation (meteorology)Resilience (materials science)Materials scienceSeismic loadingTension (geology)PipeCompression (physics)Geotechnical engineeringEngineeringComposite materialReinforced concreteMechanical engineering

Abstract

fetched live from OpenAlex

Carbon Fiber Reinforced Polymer (CFRP) was designed per AWWA C305-18 Standard to renew sections of 90, 70, and 52-in. diameter riveted steel penstock pipes at a power plant in a seismically active area of California. The primary purpose of the CFRP lining was in 2018 not only to increase the structural capacity of the riveted steel pipe but also increased durability, strength, and corrosion resistance for the pipe. For the design of CFRP renewal, AWWA C305-18 Standard focuses on primary structural loads applied on the pipe but does not consider seismic resiliency In the present study, the seismic resiliency of CFRP liner renewed 90-in. riveted steel pipes was modeled using finite element modeling (FEM). Seismic performance of pipe samples was simulated using permanent ground deformation (PGD) obtained using American Lifeline Alliance 2005 (ALA) guidelines. The seismic resilience of the pipeline depends on the loading direction. In this study, the ground deformation (movement) was considered normal to the pipe axis. The three modes of failure of the renewed pipe for the load resistance factor design (LRFD): (1) tension rupture, (2) local buckling due to compression, and (3) general buckling were investigated and are discussed. This work shows that CFRP lining designed per AWWA C305-18 Standard increased the seismic resilience of a damaged or even an undamaged steel pipe, in addition to the other benefits identified above.

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.

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation 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 score0.078
Threshold uncertainty score0.929

Codex and Gemma teacher scores by category

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

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 head0.012
GPT teacher head0.216
Teacher spread0.204 · 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