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Record W4405387241 · doi:10.1016/j.istruc.2024.107994

Shear strengthening of normal concrete deep beams with openings using strain-hardening cementitious composites with glass fiber mesh

2024· article· en· W4405387241 on OpenAlexaff
Ahmed Hamoda, Ramy I. Shahin, Aref A. Abadel, Khaled Sennah, Mizan Ahmed, Saad A. Yehia

Bibliographic record

VenueStructures · 2024
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsToronto Metropolitan University
FundersKing Saud UniversityKafrelsheikh University
KeywordsMaterials scienceComposite materialStrain hardening exponentShear (geology)Hardening (computing)Structural engineering

Abstract

fetched live from OpenAlex

Reinforced concrete (RC) deep beams are used in offshore platforms, bunker walls, and building load-bearing walls. Web openings are often necessary for accessibility or essential services. However, enlarging these openings due to architectural or mechanical requirements or changes in building function can significantly decrease shear capacity, posing a serious safety hazard to the structure. This study proposes a novel shear-strengthening technique of Reinforced concrete Deep Beams (RCDBs) with different opening shapes by incorporating Strain Hardening Cementitious Composites (SHCC) and Glass Fiber (GF) mesh. The shear behavior of RCDBs without and with different opening shapes is investigated experimentally and numerically. Six RCDBs were tested under static loading until failure to investigate two key parameters: opening shape (rectangular, square, and circular) and opening width-to-beam depth ratio (0.28 h and 0.20 h). The cracking force, crack patterns, observed deterioration modes, peaked shear force, load-vertical displacement, elastic stiffness, and absorbed energy capacities of the tested beams are reported. The experimental results showed that the utilized strengthening technique significantly increased the ultimate shear capacity, elastic stiffness, and absorbed energy, with the rate of increase decreasing with the increase of the opening size. The circular openings demonstrate a better performance than rectangular and square openings. A finite element model (FEM) was created using ABAQUS software to simulate the behavior of the tested NCCBs and validated against the experimental results. Good agreement was observed between the finite element simulations and experimental results, demonstrating that the FEM was able to accurately predict the shear behavior of RCDBs with SHCC and GF.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
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 score0.001
Threshold uncertainty score0.002

Distilled classifier scores by category (both heads)

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 head0.008
GPT teacher head0.221
Teacher spread0.214 · 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 source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
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

Citations22
Published2024
Admission routes1
Has abstractyes

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