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Record W7026487236

Advanced composite tendon system

2002· article· en· W7026487236 on OpenAlexaboutno aff

Bibliographic record

VenueDORA Empa (Swiss Federal Laboratories for Materials Science and Technology (Empa)) · 2002
Typearticle
Languageen
FieldArts and Humanities
TopicArt, Politics, and Modernism
Canadian institutionsnot available
Fundersnot available
KeywordsRetrofittingFlexural strengthReinforcementFibre-reinforced plasticBrittlenessShear (geology)Ultimate tensile strength
DOInot available

Abstract

fetched live from OpenAlex

Throughout the world there is a large number of existing structures, which need to be replaced or retrofitted.This may be due to a change of soeial needs, upgrading of design standards, increased safety requirements or deterioration [1,2].The problems are particularly severe in the case of reinforced concrete bridges where chloride induced deterioration is responsible for the need of rehabilitation methods [3].Strengthening requirements for existing structures may demand either, or both, an increase in flexural or shear resistance.Carbon Fiber Reinforced Plastic (CFRP) for externally bonded flexural strengthening [4] has been used successfully in recent years.The strengthening method is experiencing an economical breakthrough in Switzerland with about 12 tons of CFRP used for retrofitting purposes in 1996.Meier [5] is predicting a world-wide us-age of 850 tons per annum for such applications in about twenty years.Similar systems based on externally bonded fabrics or sheets for post shear strengthening purposes have been developed in the US [6] and in Canada [7,8].The focus of research by Lees et al. (9,10] was the development of tensioned non-laminated CFRP straps as active (prestressed) external shear reinforcement for concrete.The use of an active system has several advantages compared with a passive (unstressed) reinforcement system.In particular, the prestressed CFRP straps provide confinement and enhance the performance of the concrete.The ctment work seeks to discuss reliability aspects of this novel tendon system which is based on a brittle material and therefore subject to a large variability of strength properties.Experimental results of static short-term tensile tests are presented. PIN-LOADED STRAP ELEMENTSA carbon fiber reinforced laminated pin-loaded strap, as shown in Figure l(a), might provide a practical tension element for the shear enhancement of concrete.Such an element can consist of a unidirectional fiber reinforced plastic, having a fiber volume fraction of about 60%, wound around two cylindrical steel pins in a racetrack shape.The maximum number of layers will, however, be limited by technical considerations in the manufacturing process [11].No machining of holes is required to make a strap.The strap is applied in a prestressed condition, externally to the structure, two appropriate pins transfer the tensile load between the structure, and the fully consolidated strap.Laminated straps have desirable characteristics of high tensile strength, low weight, low thermal conductivity, and, crucial, high durability.The US-Army [12] has therefore investigated laminated CFRP tendons for temporary bridge deployment.

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), Science and technology studies
Consensus categoriesScience and technology studies
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.782
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0000.000
Science and technology studies0.0030.003
Scholarly communication0.0010.001
Open science0.0010.000
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 head0.020
GPT teacher head0.236
Teacher spread0.216 · 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; both teacher heads agree on what is shown here.

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

Citations0
Published2002
Admission routes1
Has abstractyes

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