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Record W54452884

Three Dimensional Finite Element Optimization Using the Partial p-Adaptive Method for Stress Analysis of Underground Excavations with Prismatic Cross-sections

2014· dissertation· en· W54452884 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.

fundA Canadian funder is recorded on the work.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenueSpectrum Research Repository (Concordia University) · 2014
Typedissertation
Languageen
FieldEngineering
TopicSoil, Finite Element Methods
Canadian institutionsnot available
FundersConcordia University
KeywordsFinite element methodHexahedronGeomechanicsStructural engineeringEngineeringPlane stressExcavationStress fieldSoftwareQuadratic equationStress (linguistics)Discrete element methodComputer scienceGeotechnical engineeringGeometryMathematicsMechanics
DOInot available

Abstract

fetched live from OpenAlex

As the complexity and challenges in the field of geomechanics rise, reducing computational costs has become a major theme to be investigated. This thesis evaluates the p-adaptive mesh optimization method’s performance for problems in the 3D finite element stress analysis of underground excavations with prismatic cross-sections. The p-adaptivity changes the element formulation within the finite element mesh, based on the concept of excavation disturbed zone. The changes in element formulation require the use of transition elements to connect linear hexahedral finite elements with quadratic ones. The forthcoming research was conducted using sim|FEM (Zsaki 2010), a research computer code intended for excavation design, which solves 2D plane strain and 3D problems. It was written in C++ and its key feature is its capability to test models with transition elements, which is not found in other analysis software. The research project started with an overview of 3D element formulations, both normal and transitional, which were implemented in the code then simple, yet practical models were tested and the results were analyzed. For some models, the results were compared to commercial software to prove that a correct behavior of the elements tested was obtained. Finally, the p-adaptive method was developed for this class of excavations and it was applied to a linear elastic medium with two circular excavations in a triaxial stress field representing a practical scenario of perhaps a transportation tunnel with a service tunnel running beside it excavated in intact rock. Mesh optimized and non-optimized models were compared and the results showed that optimization results in a reduction of the global stiffness matrix size on average by 82 percent and a reduction of solution times by about 82 percent for optimized models tested using 12-node and 16-node transitional elements, respectively, as compared to non-optimized models.

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)0.001
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
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 score0.683
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0020.003
Science and technology studies0.0010.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.001
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 head0.051
GPT teacher head0.337
Teacher spread0.286 · 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