MétaCan
Menu
Back to cohort
Record W2607116847 · doi:10.11159/icsenm17.1

Performance of RC Beams with or without FRP Strengthening Subjected to Impact Loading

2017· article· en· W2607116847 on OpenAlexvenueno aff
Hong Hao, Thong M. Pham

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2017
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsFibre-reinforced plasticStructural engineeringMaterials scienceComposite materialEngineering

Abstract

fetched live from OpenAlex

During its service life, some reinforced concrete (RC) structures might be subjected to impact loads such as rock fall, vehicle collision, ship impact, and accident dropping of heavy objects. Therefore impact resistance design is essential for the safety and serviceability of such structures. However, the impact behaviour of RC beams is not well understood yet, and methods for strengthening RC structures against impact loading are still very limited. In this study, experimental tests and numerical simulations were conducted to investigate the performance of RC beams with and without fibre reinforced polymer (FRP) strengthening subjected to impact loads. Fourteen rectangular RC beams were experimentally tested under a dropweight test apparatus and intensive numerical simulations are conducted by using LS-Dyna. The impact behaviour of RC beams is observed and compared with its counterpart under static loading. The unique impact response characteristics of RC beams are discussed. It was observed that under impact loadings the equilibrium of the beam was maintained primarily by the inertia resistance of the beam at early stage of the impact process, the contribution from the reaction forces is negligible. The shear failure was found to be critical under impact loads although the identical beam had the shear strength 4 times of the flexural strength and failed in the flexural mode under static loads. The plastic hinge induced by impact load significantly affects the impact behaviour of the RC beams regardless of the boundary conditions in relatively long beams. Strengthening RC beams with FRP can considerably reduce the impact responses in case of the both flexure-and shear-deficient beams. Therefore, strengthening RC beams with FRP is an effective method to improve their performance against impact loading.

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 score0.081
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 science0.0010.000
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 head0.006
GPT teacher head0.207
Teacher spread0.201 · 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

Citations9
Published2017
Admission routes1
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207