MétaCan
Menu
Back to cohort

Structural performance of bolted HSS-to-HSS connections with reinforcement technique

2025· article· en· W4413851135 on OpenAlexafffund
Mostafa Elhadary, Ahmed Bediwy, Ahmed Elshaer

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsLakehead University
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsReinforcementStructural engineeringBolted jointMaterials scienceFinite element methodEngineering

Abstract

fetched live from OpenAlex

Modular houses play a crucial role in addressing housing shortages, especially in emergencies and remote regions. This study examines the mechanical performance of three reinforcement techniques for Hollow Structural Section (HSS) connections in panelized modular houses: stiffeners beneath the extended plate, concrete filling within the HSS column, and a combined technique integrating both methods. A total of 162 finite element models were created via LS-DYNA software and validated using experimental results. This analysis focuses on ultimate moment capacity, ultimate rotation, failure modes, and the effectiveness of these reinforcement techniques in enhancing connection rigidity. The results demonstrate the significant influence of plate thickness, bolt arrangements, and reinforcement techniques on connection performance. Plates with a thickness of 8 mm are prone to premature tensile rupture, which can be mitigated using stiffener reinforcement. For the AR1.5 bolt arrangement, concrete reinforcement proved most effective, increasing capacity by 1.45 times the plastic moment, while stiffener reinforcement was the least effective. In contrast, for the AR0.6 arrangement, stiffener reinforcement induced local buckling in the column, whereas concrete reinforcement prevented it but increased ultimate rotation. A combination of reinforcement techniques is recommended for optimal performance, achieving the highest capacity of 2.2 times the plastic moment of the beam and reducing ultimate rotation by 76 % compared to concrete reinforcement alone. Design charts are proposed to predict failure modes by altering design parameters and are validated with tested specimens. The findings provide valuable insights for designing more efficient HSS connections in modular construction, improving structural integrity.

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: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.701
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
Bibliometrics0.0010.001
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 head0.003
GPT teacher head0.194
Teacher spread0.191 · 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 designSimulation or modeling
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

Citations2
Published2025
Admission routes2
Has abstractyes

Explore more

Same venueEngineering StructuresSame topicStructural Load-Bearing AnalysisFrench-language works237,207