MétaCan
Menu
Back to cohort
Record W4410284843 · doi:10.1061/jsendh.steng-14328

Behavior and Design of Block Shear Strength of Beam-End Bolted Connections Using Cold-Formed Steel Channels

2025· article· en· W4410284843 on OpenAlex
Viet Binh Pham, Cao Hung Pham, Colin A. Rogers, Gregory J. Hancock

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueJournal of Structural Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsMcGill University
Fundersnot available
KeywordsCold-formed steelStructural engineeringMaterials scienceShear (geology)Block (permutation group theory)Beam (structure)Shear strength (soil)Cold formingComposite materialEngineeringGeologyGeometryMathematicsBuckling

Abstract

fetched live from OpenAlex

The block shear strengths of simple cold-formed steel bolted connections for members in tension have been thoroughly investigated, whereas the combined effects of shear rotation on the strengths of beam-end bolted connections failing in block shear have not been studied in detail. In this paper, an experimental program on full-scale shear beam-end bolted connections is presented, where the cold-formed steel (CFS) channels are bolted to mild steel T-shaped sections, which are then rigidly connected to a rectangular hot-rolled steel (RHS) column. A dual-actuator setup comprising two actuators was used in the test apparatus to investigate the effect of the combined shear force and beam-end rotation on the block shear behavior and shear strength of the connections. A total of 78 tests were carried out at the University of Sydney, with 200 mm depth CFS channels of thicknesses of 1.2 mm and 1.5 mm, in conjunction with various shear distances between the bolts as the main variable to evaluate the effect of the shear fracture paths and fracture process behavior on the shear strength rupture of the connections. Consequently, the test results are compared to the current cold-formed steel design procedures from AS/NZS 4600 and AISI S100 to verify whether the existing design equations and methodologies are accurate for determining the shear capacity of the full-scale shear beam-end bolted connections under the combined effects of shear rotation and fracture. A reliability analysis of the design equations is also included in the paper.

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.

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 categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.147
Threshold uncertainty score0.899

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
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 head0.013
GPT teacher head0.233
Teacher spread0.220 · 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