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Record W2890448466 · doi:10.1520/stp161220170184

Shear Strength of GFRP-Reinforced Concrete Masonry Beams

2018· book-chapter· en· W2890448466 on OpenAlexaffabout
Salah R. Sarhat, Edward G. Sherwood

Bibliographic record

Venuenot available
Typebook-chapter
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsCarleton University
Fundersnot available
KeywordsMasonryFibre-reinforced plasticStructural engineeringShear (geology)Materials scienceReinforced concreteGeotechnical engineeringComposite materialGeologyEngineering

Abstract

fetched live from OpenAlex

This paper studies the effect of using glass fiber-reinforced polymer (GFRP) flexural reinforcement on the shear strength of reinforced masonry (RM) beams. For this purpose, two sets of shear-critical RM beams were tested, one set being two courses high, the other being five courses high. Each set consisted of two RM beams, one reinforced with GFRP and one reinforced with high-strength steel. The reinforcement ratio was kept constant for all beams. The test results showed that the use of GFRP reinforcement resulted in considerably reduced shear strength compared to beams reinforced with steel. Furthermore, the failure shear stresses of the beams decreased significantly due to increases in depth indicating that size effect is real in reinforced masonry. The shear behavior of the RM beams was seen to be fundamentally similar to that of reinforced concrete beams. As shear design expressions in most of the masonry design codes, such as TMS 402-2016 code, are intended to be used for designing masonry beams reinforced with conventional steel, the test results showed that these expressions can yield unsafe shear predictions for GFRP-reinforced or high-strength steel-reinforced masonry beams. The general method of the Canadian Standards Association (CSA) S304-2014 code, on the other hand, was able to capture safely the variations in the shear strength of GFRP-reinforced masonry. The general method is based on the modified compression field theory and can account for all influential factors affecting the shear strength of reinforced masonry beams. The results of this paper highlight the necessity of revising masonry design codes to address the size effect and the effect of reinforcement stiffness.

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), Insufficient 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 score0.843
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 studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0440.000

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 head0.008
GPT teacher head0.191
Teacher spread0.182 · 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

Citations1
Published2018
Admission routes2
Has abstractyes

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