One-way shear behaviour of large, lightly-reinforced concrete beams and slabs
Notice bibliographique
Résumé
This research focuses on improving our understanding of the behaviour of large, lightly-reinforced concrete beams and one-way slabs subjected to shear. Empirically-based shear design methods, particularly those in the widely-used American Concrete Institute design code for concrete structures (ACI-318) do not accurately predict the behaviour of these important structural elements, and may produce unsafe designs in certain situations. Furthermore, the research community has not reached consensus on the exact mechanisms of shear transfer in reinforced concrete. This has slowed the replacement of empirically-based methods with rational methods based on modern theories of the shear behaviour of reinforced concrete. Shear failures in reinforced concrete are brittle and sudden, and typically occur with little or no warning. Furthermore, they are difficult to predict due to complex failure mechanisms. It is critical, therefore, that shear design methods for reinforced concrete be accurate, rational and theoretically sound. An extensive experimental program consisting of load-testing thirty-seven large-scale reinforced concrete beams and slabs has been performed. The results conclusively show that the ACI shear design method can produce dangerously unsafe designs for thick concrete flexural elements constructed without transverse reinforcement. However, safe predictions of the failure loads of small-scale elements are produced. It is shown that the ACI design method does not account for the size-effect in shear, in which the shear stress causing failure decreases as the beam depth increases. Detailed measurements of flexural and shear stresses in the experimental specimens indicated that aggregate interlock is the primary mechanism of shear transfer in slender, lightly-reinforced concrete beams. It is also shown that the size-effect can be explained by reduced aggregate interlock capacity in members with widely spaced cracks. Digital three-dimensional topographical maps of the surfaces of failure shear cracks were constructed by scanning the surfaces with a laser profilometer. It was shown that concrete made with larger aggregate produced rougher cracks with a higher aggregate interlock capacity. The shear strength of reinforced concrete is therefore directly related to the roughness of failure shear cracks, and by extension the aggregate size, since larger aggregates produce cracks with larger asperities with improved aggregate-interlock capacity. Acoustic-emission monitoring techniques were employed to characterize fracturing in large concrete beams. Extensive studies on the ACI 318-05 requirements for crack control steel show that they do not adequately prevent the formation of wide cracks, as they do not require a minimum bar diameter for crack control reinforcement. It is shown that the ACI 318-05 requirements for crack control steel were based partly on questionable interpretations of published experimental studies on crack widths in large beams. Various methods to eliminate the size effect in shear are explored, including the use of stirrups or longitudinal reinforcement distributed over the beam height. Beam/slab width is shown to have no effect on failure shear stress. It is concluded that the ACI shear design method should be replaced with a rational, theoretically-sound shear design method. Modifications to Canadian shear design methods are recommended.
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Comment cette classification a été obtenuedéplier
Prédiction machine sur la base complète
Imitation des enseignantsNi prévalence calibrée, ni vérité terrain. Validation humaine à venir. Le volet Gemma est une étiquette directe du modèle pour chaque travail de la base, lue sur la notice réduite au titre. Le volet Codex est un classifieur appris des 10 348 étiquettes directes de Codex et calibré sur les taux pondérés de l'échantillon; les champs sans appui suffisant ne portent aucun appel Codex. Le mode candidate est l'union des deux volets; le consensus est leur intersection. Ces sorties portent le statut machine_predicted_unvalidated et ne sont pas des étiquettes humaines.
Scores du classifieur distillé par catégorie (deux têtes)
| Catégorie | Codex | Gemma |
|---|---|---|
| Métarecherche | 0,000 | 0,000 |
| Méta-épidémiologie (sens strict) | 0,000 | 0,000 |
| Méta-épidémiologie (sens large) | 0,000 | 0,000 |
| Bibliométrie | 0,001 | 0,000 |
| Études des sciences et des technologies | 0,000 | 0,001 |
| Communication savante | 0,000 | 0,000 |
| Science ouverte | 0,000 | 0,000 |
| Intégrité de la recherche | 0,000 | 0,000 |
| Charge utile insuffisante (le modèle a refusé de juger) | 0,001 | 0,000 |
Scores machine (provisoires)
Les deux têtes enseignantes du modèle étudiant, lues sur ce travail. Un score ordonne la base pour la relecture; il n'affirme jamais une catégorie, et le statut de validation accompagne chaque rangée tel quel.
Scores de référence d'un modèle non mature (critères de maturité non atteints, 7 itérations). Un score ordonne; il n'affirme jamais une catégorie.
score_only:v0-immature-baseline · tel quel depuis la passe de notation : score_only signifie que le nombre peut ordonner les travaux, et qu'aucune étiquette de catégorie n'en découleClassification
machine, non validéePrédiction automatique; un appel candidat d’une seule source (Gemma direct ou Codex distillé), pas un consensus.
Le détail, modèle par modèle et score par score, se trouve en fin de page sous « Comment cette classification a été obtenue ».