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Record W4385679240 · doi:10.59238/j.pt.2015.05.003

Experimental study on moment redistribution of external prestressed concrete continuous beams

2015· article· en· W4385679240 on OpenAlexaboutno aff
Jinsheng Du, Yipeng Zhao

Bibliographic record

VenuePrestress Technology · 2015
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsStructural engineeringBending momentPrestressed concreteSpan (engineering)Beam (structure)Neutral axisMoment (physics)BeijingUltimate loadTension (geology)Materials scienceUltimate tensile strengthEngineeringPhysicsFinite element methodComposite materialLawClassical mechanics

Abstract

fetched live from OpenAlex

The whole load test of 3 external prestressed concrete two-span continuous beams was carried out. The test results show that the continuous beam is in the elastic stage before the concrete cracks in the tension area under self-loading, and the measured values of the side support, the reaction force of the middle support, the bending moment of the middle span section and the middle support section are close to the calculated values using the elastic theory. The measured values of the side support reaction and the moment of the mid-span section start to deviate to the direction larger than the calculated value of the elastic theory. The measured values of the reaction force of the middle support and the bending moment of the section of the middle support deviate to the direction less than the calculated value of the elastic theory. When the tensile non-prestressed tendons in the beam yield, the deviations between the measured reaction force of the side support and the middle support and the measured bending moment of the middle span section and the middle support section and the calculated values of the elastic theory increase further, and the deviations reach the maximum when the test beam is damaged. The bending moment redistribution values of the three test beams are 12.8%, 16.9% and 14.6%, respectively. The measured values are also compared with the calculated values of bending moment redistribution in 4 different design codes. The results show that the bending moment redistribution values calculated by ACI 318-95 and GB 50010-2010 are both smaller than the measured values. The predicted values of the Canadian A23.3-M84 code are the closest to the test values, except for a beam numbered B5; The British BS8110 specification is not safe. In practical design, the bending moment redistribution of external prestressed concrete continuous beams can be calculated according to the Chinese standard formula, but the ultimate stress of external prestressed tendons must be reasonably determined.

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 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)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
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 score0.027
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

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 head0.017
GPT teacher head0.263
Teacher spread0.246 · 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 teacher head, not a consensus.

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".

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Citations0
Published2015
Admission routes1
Has abstractyes

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