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Record W2289269226 · doi:10.11575/prism/25679

Development of Innovative Hybrid Steel-Free Multi-Girder Bridge Deck System

2015· dissertation· en· W2289269226 on OpenAlexaboutno aff
Donna S-Min Chen

Bibliographic record

VenuePRISM (University of Calgary) · 2015
Typedissertation
Languageen
FieldEngineering
TopicStructural Engineering and Vibration Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsBridge (graph theory)DeckStructural engineeringGirderBridge deckEngineeringForensic engineeringMedicine

Abstract

fetched live from OpenAlex

The focus of this dissertation is the design and development of a functional three-dimensional steel-free multi-girder bridge deck system composed of longitudinal Glass Fibre Reinforced Polymer (GFRP) hollow box beam girders reinforced with Carbon FRP (CFRP) sheets on the bottom tensile face. An integrated cast-in-place Ultra-High Performance Concrete (UHPC) slab was placed overtop of the assembled girder system, with a two-part bond system used between the top flange of the GFRP hollow box beams and the UHPC slab. Transversely, a system of GFRP threaded rods was used as horizontal straps, horizontal post-tensioned GFRP rods as well as diagonal cross-bracing rods to provide transverse composite action between the adjacent girders. Small-scale experimental testing results led to the use of unbonded non-prestressed vertical GFRP threaded rod at the GFRP-UHPC interface in conjunction with an epoxy bonded coarse silica sand aggregate layer. Similarly, GFRP threaded rods post-tensioned to 2.5% of the ultimate strain capacity were used. Large-scale experimental testing of a quarter-scale bridge deck system specimen under service load conditions exhibited negligible signs of creep and stress relaxation when subjected to repeated loading. The performance of the bridge deck specimen under various concentric and eccentric wheel load configurations led to live load distribution factors of 25-30% for interior girders and up to 50% for outer girders. Experimental testing of the bridge deck specimen under ultimate load condition confirmed global pseudo-ductile behaviour in the system with good load transfer provided by the composite action systems. The governing areas of potential failure included cracking in the UHCP slab, tensile failure in the CFRP sheet and GFRP bottom flange, compressive buckling in the GFRP cross-bracing bars and anchorage failure in the post-tensioned GFRP rods. The developed three-dimensional finite element model was validated for global load-deflection behaviour as well as local performance in the main structural elements; however, it is not recommended for predictions of local strain in the horizontal and vertical GFRP threaded rods without additional model refinements. The work performed in this research program led to the development of a functional transverse composite action system containing solely GFRP material. The previously designed hybrid FRP-UHPC girders were successfully incorporated in a feasible multi-girder bridge deck system capable of effective three-dimensional load distribution between adjacent structural elements. The developed hybrid steel-free multi-girder bridge deck system exhibited the desired pseudo-ductile global behaviour and performed in accordance with ultimate and serviceability load requirements in the current Canadian code.

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 categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Other design · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.815
Threshold uncertainty score1.000

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 head0.014
GPT teacher head0.209
Teacher spread0.194 · 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 designOther design
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
Published2015
Admission routes1
Has abstractyes

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