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Record W7037591300

Estudio numérico del fallo por cortante en vigas de hormigón reforzado con fibras. Aplicación práctica en elementos prefabricados en el interior de una nave comercial situada en Igualada (Barcelona)

2019· dissertation· en· W7037591300 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.

aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
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

VenueRiuNet (Politechnical University of Valencia) · 2019
Typedissertation
Languageen
FieldEngineering
TopicInnovative concrete reinforcement materials
Canadian institutionsnot available
Fundersnot available
KeywordsReinforced concreteTransverse shearShear (geology)Transverse planeUltimate tensile strengthFiber-reinforced concreteBendingConstitutive equation
DOInot available

Abstract

fetched live from OpenAlex

[EN] Recently, experimental campaigns are being carried out in the field of fibre reinforced concrete, in the Instituto de Ciencia y Tecnología del Hormigón (ICITECH) of Universitat Politècnica de València (UPV), as well as in other research centers at European level, in order to study the shear behavior of fiber reinforced concrete elements, in this particular case, of beams. The objective of this work is modeling and analyze a serie of beams of classic tests in reinforced concrete beams, made by Bresler y Scordelis in the sixties and repeated in 2004 by Vecchio y Shim in the Universidad de Toronto, in order to be able to validate the model with the results of the experimentation and apply it in a practical case to estimate the influence of the fibers on similar elements.. Modeling includes a set of sixteen beams (eight with steel fibers and eight with synthetic polypropylene macro-fibers). Half of them do not include transverse reinforcement, so their behavior against shear stress is determinant for the obtained results. The actual design of these beams in bending is currently resolved with conventional material models, applying a tensile strength and a model of material extracted from the current regulations, however, this is not solved in the case of elements whose failure mode is due to shear stress, due to a lack of knowledge of parameters that determine breakage and their behavior against
\nactions with this type of material. The main challenge of this is to establish a constitutive behavior model of fiber reinforced concrete that provides a coherent response in elements dominated by tangential stresses. The numerical results obtained show reasonable results in estimation of critical loads and the load-deflection behavior. The validation is carried out with the experiments carried out.
\nThe previously described methods have been applied to prefabricated beam elements in lofts of a commercial center located in Igualada (Barcelona) for moderate lights and large loads, with considerable amounts of transversal reinforcement. From these verifications it is concluded that a saving of 55kg per beam can be achieved and the economic cost can be reduced even up to 15 %. Given this results achieved, it is recommended to extend this methodology in other types of element, which will require new tests and open the door to new lines of research.

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), Research integrity
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.492
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0020.000
Research integrity0.0010.001
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 head0.006
GPT teacher head0.248
Teacher spread0.242 · 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