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Record W6921969372 · doi:10.11575/prism/10893

Behavior and design of CFRP post-tensioned masonry diaphragm walls

2001· other· en· W6921969372 on OpenAlexfundaboutno aff

Bibliographic record

VenuePRISM (University of Calgary) · 2001
Typeother
Languageen
FieldSocial Sciences
TopicHistorical Geopolitical and Social Dynamics
Canadian institutionsnot available
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsMasonryShear (geology)Diaphragm (acoustics)Shear wallFlexural strengthFibre-reinforced plasticShear strength (soil)Prestressed concrete

Abstract

fetched live from OpenAlex

The objective of this work was to evaluate the performance and viability of a "new" structural system under various loading conditions.The proposed structural system is posttensioned brick diaphragm walls (already proven to be a very robust system) using CFRP tendons in place of steel ones.The use of CFRP tendons should eliminate the corrosion issues typically associated with prestressed structures.In order to use CFRP tendons for post-tensioning, a stainless steel anchorage system, which allows the full strength of the tendons to be developed with minimal losses at transfer, was designed [Sayed-Ahmed and Shrive 1997, 1998 (US Patent #6082063)].The flexural behaviour of the walls was investigated, including shear in flexure, stiffness, and deflections.The behaviour under racking shear loads and the performance of walls with different bond patterns was also explored.In addition to the tests on structural behaviour, a thermal test was carried out to evaluate the robustness and to confirm theoretical predictions with respect to prestress changes likely to occur due to temperature extremes in the Canadian climate.Construction issues such as the assembly of the anchorage, and the actual post-tensioning procedure were other items of interest.The results of the testing on diaphragm walls raised some issues about the shear strength of prestressed masonry and also the effect on strength of the web-flange connection.Further investigations into these issues allowed an estimate of the increase in shear strength due to prestressing to be made and also revealed how misunderstood the subject of shear in masonry, especially prestressed masonry, is.A new GFRP tie was evaluated.The wall tests and subsequent studies led to the development of a design procedure, which is still undergoing refinement but has been implemented in the preliminary design of a demonstration CFRP post-tensioned diaphragm wall to be constructed on the University campus in the next year.

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 categoriesInsufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Not applicable · Consensus signal: none
GenreCandidate signal: Other · Consensus signal: Other
Teacher disagreement score0.729
Threshold uncertainty score0.999

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 studies0.0000.001
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.014
GPT teacher head0.221
Teacher spread0.207 · 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 designNot applicable
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

Citations0
Published2001
Admission routes2
Has abstractyes

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