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Record W4402595676 · doi:10.11159/ijci.2024.017

Nonlinear Finite Element Analysis of Flexible Liquid-Filled Cylindrical Steel Storage Tanks Subjected to Seismic Excitations

2024· article· en· W4402595676 on OpenAlexvenueno aff
Shafqat Ullah, Mwaura Njiru, Iraj H. P. Mamaghani

Bibliographic record

VenueInternational Journal of Civil Infrastructure · 2024
Typearticle
Languageen
FieldEngineering
TopicFluid Dynamics Simulations and Interactions
Canadian institutionsnot available
Fundersnot available
KeywordsFinite element methodNonlinear systemStructural engineeringMaterials scienceStorage tankSeismic analysisEngineeringPhysicsMechanical engineering

Abstract

fetched live from OpenAlex

Cylindrical steel storage tanks are more vulnerable to local buckling when subjected to external pressure, axial loading, or lateral ground motion.This paper presents the static and seismic nonlinear analysis of empty shell and liquid-filled (83.4%) steel storage tanks using finite element analysis (FEA) commercial software ABAQUS.Firstly, to substantiate the accuracy of FEA, a perfect cylindrical specimen is considered for buckling analysis.Based on this study, the cylindrical steel storage tank is seismically excited in the horizontal direction under two real-world ground motions (Friuli 1974 and Northridge 1994 earthquake).Initially, the tank is subjected to the gravity load and hydrostatic nonlinear analysis in steps 1 and 2 for 1 second each.Then the dynamic implicit analysis is carried out for 20 and 30 seconds in each case to evaluate the seismic behavior of the storage tank.The results from static analysis show that the FEA buckling pressure is closely matched with the test and theoretical solution.Furthermore, from the parametric study, Nonlinear analysis shows that the maximum von Mises and hoop stresses are more dominant near the tank base.The response acceleration, distribution of the stresses including longitudinal and circumferential (hoop) stresses, and maximum pressure vs time response are evaluated.The results from seismic nonlinear analysis indicate that the tank experienced a maximum acceleration response when subjected to the Friuli earthquake which is slightly higher than the tank's response under the Northridge earthquake.Furthermore, the response shows that maximum excitation is in the lateral direction (x-component) where the ground motion is applied at the storage tank's base.The other components (y and zcomponents) do not significantly affect the tank's seismic performance.it can also be seen that the response in Z-direction is almost negligible.In case of the Northridge input excitation, the x-component represents the maximum response of the tank and the remaining components (y and z-components) does not have significant contribution in the tank excitations.Lastly, the pressure response shows that the tank under Friuli seismic excitation has a maximum peak compared to the tank subjected to the Northridge earthquake.

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 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 categoriesInsufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.509
Threshold uncertainty score0.999

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0020.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.007
GPT teacher head0.266
Teacher spread0.260 · 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 teacher head, not a consensus.

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

Citations1
Published2024
Admission routes1
Has abstractyes

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