Keyword search (4,163 papers available)

"fiber" Keyword-tagged Publications:

Title Authors PubMed ID
1 Structural Behavior and Fatigue of FRP-Reinforced Concrete Beams Exposed to Different Weathering Conditions Rahmatian A; Saleem H; Hejazi F; Nokken M; Bagchi A; 41828174
ENCS
2 Luminescent Electro-Spun Nanofibers Crosslinked with Boronic Esters Exhibiting Controlled Release of Carbon Dots for Detection of Wound pHs and Enhanced Antimicrobial Lokuge ND; Casillas-Popova SN; Singh P; Clermont-Paquette A; Skinner CD; Findlay BL; Naccache R; Oh JK; 40920389
BIOLOGY
3 Adaptive finite-time synchronized control of multi-robotic fiber placement system with model uncertainties and disturbances Zhang R; Wang Y; Xie W; Li P; Tan H; Jiang Y; 40461302
ENCS
4 Distributed adaptive sliding mode control with deep recurrent neural network for cooperative robotic system in automated fiber placement Zhu N; Xie WF; 40436653
ENCS
5 In-situ consolidation of thermoplastic composites by automated fiber placement: Characterization of defects Fereidouni M; Hoa SV; 39895653
ENCS
6 pH-Responsive Degradable Electro-Spun Nanofibers Crosslinked via Boronic Ester Chemistry for Smart Wound Dressings Casillas-Popova SN; Lokuge ND; Andrade-Gagnon B; Chowdhury FR; Skinner CD; Findlay BL; Oh JK; 38989606
BIOLOGY
7 Steering of carbon fiber/PEEK tapes using Hot Gas Torch-assisted automated fiber placement Rajasekaran A; Shadmehri F; 36974323
ENCS
8 Effect of eco-friendly pervious concrete with amorphous metallic fiber on evaporative cooling performance Park JH; Kim YU; Jeon J; Wi S; Chang SJ; Kim S; 34293676
ENCS
9 Optimization of the Electrospun Niobium-Tungsten Oxide Nanofibers Diameter Using Response Surface Methodology Fatile BO; Pugh M; Medraj M; 34201513
ENCS
10 Nucleus Accumbens Cell Type- and Input-Specific Suppression of Unproductive Reward Seeking. Lafferty CK, Yang AK, Mendoza JA, Britt JP 32187545
CSBN
11 Identification of novel enzymes to enhance the ruminal digestion of barley straw Badhan A; Ribeiro GO; Jones DR; Wang Y; Abbott DW; Di Falco M; Tsang A; McAllister TA; 29621684
CSFG
12 New recombinant fibrolytic enzymes for improved in vitro ruminal fiber degradability of barley straw. Ribeiro GO, Badhan A, Huang J, Beauchemin KA, Yang W, Wang Y, Tsang A, McAllister TA 30053012
CSFG

 

Title:Structural Behavior and Fatigue of FRP-Reinforced Concrete Beams Exposed to Different Weathering Conditions
Authors:Rahmatian ASaleem HHejazi FNokken MBagchi A
Link:https://pubmed.ncbi.nlm.nih.gov/41828174/
DOI:10.3390/ma19050909
Publication:Materials (Basel, Switzerland)
Keywords:CMODGFRPcrack mouthcyclic loading over concrete beamdeflectionfiber-reinforced polymer beamservice limit stateserviceability
PMID:41828174 Category: Date Added:2026-03-14
Dept Affiliation: ENCS
1 Department of Computer Science & Engineering, University of Houston-Downtown, Houston, TX 77002, USA.
2 Michael Baker International, 101 South Spring Street, Suite 100, Little Rock, AR 72201, USA.
3 Faculty of Environment and Technology, The University of The West England, Bristol BS16 1QY, UK.
4 Department of Building, Civil & Environmental Engineering, Concordia University, Montreal, QC H3G 1M8, Canada.

Description:

Fiber-reinforced polymer (FRP)-reinforced concrete beams are increasingly used in infrastructure, yet their flexural behavior under fatigue and harsh environmental conditions remains insufficiently studied. This study investigates the fatigue response and structural behavior of 12 glass-FRP (GFRP)-reinforced concrete beams under four environmental regimes: indoor control, continuous alkaline immersion, cyclic wet-dry alkaline immersion, and outdoor exposure in Montreal. Four pre-cracked beams were subjected to up to one million load cycles, while deflection and crack mouth opening displacement (CMOD) were monitored. Structural behavior was evaluated in terms of flexural capacity, load-deflection response, crack development (CMOD), stiffness degradation, and serviceability limit state (SLS) performance before and after fatigue loading. Results show that W& D and Immersion beams exhibited the largest deflections (dexp/dcode = 158% and 92%, respectively), whereas Outdoor and Control beams maintained robust load capacity with minimal fatigue effect. Flexural toughness indices varied from 8.61 to 18.45 across specimens, highlighting environmental influence on energy absorption. Serviceability limit state criteria were reached between 400,000 and 850,000 cycles, depending on conditioning. Overall, GFRP-RC beams demonstrated strong residual strength and predictable degradation patterns, providing quantitative insight into fatigue performance under combined environmental and cyclic loading.





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