Cutting Feature Extraction Method for Ultra-High Molecular Weight Polyethylene Fiber-Reinforced Concrete Based on Feature Classification and Improved Hilbert–Huang Transform DOI Creative Commons
Shanshan Hu,

Jinzhao Feng,

Hui Liu

и другие.

Buildings, Год журнала: 2025, Номер 15(8), С. 1272 - 1272

Опубликована: Апрель 13, 2025

Ultra-high molecular weight polyethylene (UHMWPE) fiber-reinforced concrete (UHMWPE-FRC) is a hard–soft multiphase hybrid composite with exceptional toughness and impact resistance compared to conventional concrete. However, its cutting characteristics processing performance have not been sufficiently investigated, potentially causing accelerated saw blade wear, higher energy consumption, poor quality, thus increasing project costs duration. In order intelligently evaluate the of diamond blades when UHMWPE-FRC, feature extraction method, based on classification an improved Hilbert–Huang transform (HHT), proposed, which consider Improved Complete Ensemble Empirical Mode Decomposition Adaptive Noise (ICEEMDAN) wavelet threshold de-noising. By conducting experiments, force was analyzed by HHT, in terms noise reduction time-frequency. Five types were preliminarily screened, including depth cut (ap), speed (Vc), feed rate (Vf), strength, type A correlation analysis method for UHMWPE-FRC cutting, classification, proposed. The five features classified into continuous variable unordered categorical features; analyses carried out Spearman coefficient testing Kruskal–Wallis Dunn’s testing, respectively. It found that ap strength exhibited strong positive force, making them primary influencing factors. Meanwhile, influence aggregates can be identified low-frequency range, while fibers high-frequency range. classification-based effectively distinguishes Vc force.

Язык: Английский

The use of high-volume hybrid steel fiber instead of compression rebar to improve the structural performance of high-strength SCC beams under bending DOI
Kâzım Türk, Metin Katlav, Rifat Enes Bitkin

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 470, С. 140521 - 140521

Опубликована: Фев. 26, 2025

Язык: Английский

Процитировано

0

Enhanced strength and fracture features of tailings-based concrete reinforced with fibers and X-shaped rocks DOI Creative Commons
Meilin Jiang, Shuai Cao, Erol Yilmaz

и другие.

Journal of Materials Research and Technology, Год журнала: 2025, Номер unknown

Опубликована: Март 1, 2025

Язык: Английский

Процитировано

0

Mechanical, Chloride Resistance, and Microstructural Properties of Basalt Fiber-Reinforced Fly Ash–Silica Fume Composite Concrete DOI Open Access

Yishan Li,

Yan Liu, Wei Zhang

и другие.

Minerals, Год журнала: 2025, Номер 15(4), С. 348 - 348

Опубликована: Март 27, 2025

Basalt fiber has advantages in enhancing the mechanical properties of concrete, but comprehensive effects content and length, as well relationship between impermeability performance, remain unclear require systematic verification. This study aims to quantify basalt length on (compressive strength, tensile flexural strength) concrete permeability performance reveal underlying mechanisms. The macroscopic results indicate following: (1) optimum compressive strength fiber-reinforced is 1.5 kg/m3; (2) 1.0 (3) most significantly improved when reaches kg/m3 18 mm. During tests, a nonlinear functional exists two indicators, electric flux chloride ion migration coefficient. Microscopic analysis showed that mineral admixtures (fly ash silica fume) promoted secondary hydration reaction cementitious material, generating significant amount C-(A)-S-H gels increase density matrix. After incorporating fibers, they tightly envelop matrix, reducing number internal voids achieving synergistic stress-bearing effect with confirming addition fibers optimizes concrete. provides quantitative reference for reinforcement design engineering structures helps extend service life buildings.

Язык: Английский

Процитировано

0

Orthogonal Investigation of Factors Influencing the Splitting Tensile Strength of Cemented Aeolian Sand Reinforced with Hybrid Fibers DOI Creative Commons
Bo Ruan, Junjie Li, Yan Cheng

и другие.

Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04596 - e04596

Опубликована: Март 1, 2025

Язык: Английский

Процитировано

0

Flexural Static and High-Cycle Fatigue Behavior of Steel Fiber-Reinforced Ultra-High-Performance Concrete DOI
Zhen Guo, Zhuang Xu, Fumin Li

и другие.

Journal of Building Engineering, Год журнала: 2025, Номер unknown, С. 112550 - 112550

Опубликована: Апрель 1, 2025

Язык: Английский

Процитировано

0

Cutting Feature Extraction Method for Ultra-High Molecular Weight Polyethylene Fiber-Reinforced Concrete Based on Feature Classification and Improved Hilbert–Huang Transform DOI Creative Commons
Shanshan Hu,

Jinzhao Feng,

Hui Liu

и другие.

Buildings, Год журнала: 2025, Номер 15(8), С. 1272 - 1272

Опубликована: Апрель 13, 2025

Ultra-high molecular weight polyethylene (UHMWPE) fiber-reinforced concrete (UHMWPE-FRC) is a hard–soft multiphase hybrid composite with exceptional toughness and impact resistance compared to conventional concrete. However, its cutting characteristics processing performance have not been sufficiently investigated, potentially causing accelerated saw blade wear, higher energy consumption, poor quality, thus increasing project costs duration. In order intelligently evaluate the of diamond blades when UHMWPE-FRC, feature extraction method, based on classification an improved Hilbert–Huang transform (HHT), proposed, which consider Improved Complete Ensemble Empirical Mode Decomposition Adaptive Noise (ICEEMDAN) wavelet threshold de-noising. By conducting experiments, force was analyzed by HHT, in terms noise reduction time-frequency. Five types were preliminarily screened, including depth cut (ap), speed (Vc), feed rate (Vf), strength, type A correlation analysis method for UHMWPE-FRC cutting, classification, proposed. The five features classified into continuous variable unordered categorical features; analyses carried out Spearman coefficient testing Kruskal–Wallis Dunn’s testing, respectively. It found that ap strength exhibited strong positive force, making them primary influencing factors. Meanwhile, influence aggregates can be identified low-frequency range, while fibers high-frequency range. classification-based effectively distinguishes Vc force.

Язык: Английский

Процитировано

0