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Interface shear behaviour of ultra-high performance concrete under combined shear and lateral loads

2025· article· en· W4415378775 on OpenAlexafffund
Mi Zhou, Trevor D. Hrynyk

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicInnovative concrete reinforcement materials
Canadian institutionsUniversity of Waterloo
FundersAustralian Research CouncilNatural Sciences and Engineering Research Council of CanadaChina Scholarship Council
KeywordsPrecast concreteShear (geology)Shear stressUltimate tensile strengthDirect shear testShear strength (soil)Compressive strengthOverburden pressure

Abstract

fetched live from OpenAlex

The use of ultra-high performance concrete (UHPC) in construction has expanded in recent years due to its superior mechanical properties, including enhanced compressive strength and improved post-cracking tensile resistance and deformation capacity. Structural components constructed with UHPC have exhibited improved response attributes in applications where conventional concretes have demonstrated deficiencies, such as precast concrete component connections where interface shear plays a key role in transferring loads and maintaining structure integrity. This study investigates the interface shear resisting behaviour of monolithically-cast UHPC push-off specimens subjected to combined shear and lateral loading. A comparative evaluation of existing shear strength estimation models is presented and the applicability of classical concrete failure criteria for unreinforced UHPC interfaces is assessed. The findings presented offer insight into the shear transfer mechanisms of unreinforced UHPC interfaces under varied stress conditions, demonstrate the relationship between interface confining pressure and interface shear strength, and provide a foundation for advancing design models for UHPC structural connections. • Push-off tests on UHPC specimens subjected to combined shear and lateral loading. • Investigation of UHPC shear strength, failure mechanism, and load-shear displacement responses. • Influence of lateral stress conditions on interface shear resisting performance of UHPC. • Evaluation of shear strength prediction models using experimental results. • Application of classical concrete failure criteria to unreinforced UHPC interfaces.

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 score0.393
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 head0.005
GPT teacher head0.212
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 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

Citations4
Published2025
Admission routes2
Has abstractyes

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