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Record W2731993302 · doi:10.32920/ryerson.14652813.v1

Analytical and experimental investigation of cracking in two-way reinforced concrete panels

2021· preprint· en· W2731993302 on OpenAlexfundno aff
Armin Ziari Shalmani

Bibliographic record

Venuenot available
Typepreprint
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsMaterials scienceCrackingStructural engineeringTension (geology)Ultimate tensile strengthComposite materialConcrete coverBond strengthFracture mechanicsReinforcementLayer (electronics)AdhesiveEngineering

Abstract

fetched live from OpenAlex

In this study, the cracking behaviour of RC panels under a two-way loading condition is investigated analytically and experimentally. A modified FE bond layer model is introduced and shown to be much simpler to define, and yet, more accurate than perfect bond or link element bond models. FE analysis suggests a bi-linear curve for approximating the distribution of bond stresses at stabilized cracking. Several FE parametric studies are performed on a one-way tension member to obtain peak shear bond stresses, concrete tensile stresses due to internal restrained shrinkage, splitting tensile stresses caused by radial bond stresses, and the reduction in bond strength caused by longitudinal splitting cracks. The FE analysis of flexural beams suggests a new factor for estimation of the depth of effective tension area, which is defined through FE parametric study. In the experimental phase, three medium-scale RC panels are subjected to direct tension in one direction and bending in the perpendicular direction. The collected data consist of applied loads, steel and concrete stresses, crack propagation sequence, crack pattern, crack width, total elongation, and leakage observations. The crack pattern is mainly influenced by the shape of reinforcement mesh due to the presence of splitting tensile stresses. The formation of diagonal cracks depends on principal stresses that can be influenced by reinforcement ratio, ratio of loads in two directions, and clear concrete cover to bar diameter ratio. The bond strength is significantly weakened by the formation of orthogonal cracks along reinforcing bars. The crack width is increased under repeated loading especially at the first cycle. Residual crack widths remain in place even after complete unloading. Observations indicate that the water leakage is influenced by the crack width gradient. Finally, it is shown that one-way crack prediction models underestimate the crack width of two-way panels. A new set of analytical equations is developed for the prediction of cracking load, minimum and maximum spacing of cracks, and maximum crack width in a two-way panel. These equations are shown to predict the cracking behaviour of the tested panels more accurately than any other previously proposed model.

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)0.001
metaresearch head score (Gemma)0.001
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 score0.005

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.025
GPT teacher head0.278
Teacher spread0.253 · 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

Citations1
Published2021
Admission routes1
Has abstractyes

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