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Record W261082673 · doi:10.1007/0-306-46935-9_20

On the Theory of Smart Composite Structures

2005· book-chapter· en· W261082673 on OpenAlexaff
Alexander L. Kalamkarov, Aleksey D. Drozdov

Bibliographic record

VenueKluwer Academic Publishers eBooks · 2005
Typebook-chapter
Languageen
FieldEngineering
TopicComposite Structure Analysis and Optimization
Canadian institutionsTechnical University of Nova Scotia
Fundersnot available
KeywordsActuatorDeflection (physics)Smart materialVibration controlStructural engineeringComposite numberLimitingFinite element methodEngineeringCantileverRigidity (electromagnetism)Beam (structure)VibrationMechanical engineeringComputer scienceMaterials sciencePhysicsAcousticsClassical mechanicsElectrical engineeringAlgorithm

Abstract

fetched live from OpenAlex

The present paper is concerned with the basic aspects of a newly suggested theory of smart composite structures based on the continuum mechanics approach. The governing equations describing the behavior of a smart composite structures incorporating sensors and actuators are derived, and the basic optimization problems in the design of these controllable structures are formulated. This theory deals mainly with the extremal features of the controllable smart structures. The objective of modeling is to determine limiting properties of the smart structure. This also allows to determine whether the properties of the presently existing materials, sensors and actuators are sufficient for the optimal design of smart structure, or the development of some new materials, sensors or actuators is required. The basic optimization problems for the smart composite structures are illustrated by three examples in which the three main sources of control are emphasized. These are the residual strains, material properties, and the geometry of a structure. In the first example, we derive the optimal residual stress in an actuator which provides the minimum deflection of a composite cantilevered beam under static loading. It is shown that the effect of actuator allows to reduce the maximum deflection by 28 times compared with the same beam without active control. The second example is concerned with the optimal design of the controllable Winkler’s foundation in the problem of vibration damping for a simply supported beam under the dynamic loading. The controllable property here is a rigidity of foundation. It is shown that by using the optimally designed controllable foundation, the maximum deflection of a beam can be reduced by about 8 times. The third example deals with the optimal design of an actuator for a smart composite beam. The objective is to reduce the maximum deflection by applying a constant residual strain to the actuator. It is shown, in particular, that for the strains which exceed the obtained critical value, the optimal length of the actuator is smaller than the length of the beam, and it diminishes up to zero with the growth of the applied strain. These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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: Theoretical or conceptual · Consensus signal: Theoretical or conceptual
GenreCandidate signal: Other · Consensus signal: none
Teacher disagreement score0.005
Threshold uncertainty score0.016

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0010.002
Scholarly communication0.0010.002
Open science0.0010.001
Research integrity0.0010.002
Insufficient payload (model declined to judge)0.0050.001

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 head0.010
GPT teacher head0.198
Teacher spread0.188 · 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 designTheoretical or conceptual
Domainnot available
GenreOther

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

Citations2
Published2005
Admission routes1
Has abstractyes

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