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Relevant bibliographies by topics / Fiber reinforced composites

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Academic literature on the topic 'Fiber reinforced composites'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 September 2023

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Journal articles on the topic "Fiber reinforced composites"

1

Islam, Md Zahirul, Ali Amiri, and Chad A. Ulven. "Fatigue Behavior Comparison of Inter-Ply and Intra-Ply Hybrid Flax-Carbon Fiber Reinforced Polymer Matrix Composites." Journal of Composites Science 5, no. 7 (July 14, 2021): 184. http://dx.doi.org/10.3390/jcs5070184.

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Hybridization of natural fiber with synthetic fiber to reinforce polymer matrix composites is an effective way of increasing fatigue strength of composites with substantial amount of bio-based content. Flax is the strongest type of bast natural fiber, possessing excellent mechanical and damping properties. Fatigue properties of flax fiber hybridized with synthetic carbon fiber reinforced polymer matrix composites were studied. Fatigue properties of inter-ply hybrid flax-carbon fiber reinforced composite were compared to intra-ply hybrid flax-carbon fiber reinforced composites through tensile fatigue testing at 70% load of ultimate tensile strength and with a loading frequency of 3 Hz. For similar amount (by mass) of flax and carbon fiber, intra-ply flax-carbon fiber hybrid reinforced composite exhibited a very large increase (>2000%) in fatigue life compared to inter-ply flax-carbon fiber hybrid reinforced composites. Suitable hybridization can produce hybrid composites that are as strong as synthetic fiber composites while containing a high bio-based content of natural fibers.

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Mohan, TP, and K. Kanny. "Processing of high weight fraction banana fiber reinforced epoxy composites using pressure induced dip casting method." Journal of Composite Materials 55, no. 17 (January 20, 2021): 2301–13. http://dx.doi.org/10.1177/0021998320988044.

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The objective of this work is to realize new polymer composite material containing high amount of natural fibers as a bio-based reinforcement phase. Short banana fiber is chosen as a reinforcement material and epoxy polymer as a matrix material. About 77 wt.% of banana fibers were reinforced in the epoxy polymer matrix composite, using pressure induced fiber dipping method. Nanoclay particles were infused into the banana fibers to improve the fiber matrix interface properties. The nanoclay infused banana fiber were used to reinforce epoxy composite and its properties were compared with untreated banana fiber reinforced epoxy composite and banana fiber reinforced epoxy filled with nanoclay matrix composite. The surface characteristics of these composites were examined by electron microscope and the result shows well dispersed fibers in epoxy matrix. Thermal (thermogravimetry analysis and dynamic mechanical analysis), mechanical (tensile and fiber pullout) and water barrier properties of these composites were examined and the result showed that the nanoclay infused banana fiber reinforced epoxy composite shows better and improved properties. Improved surface finish composite was also obtained by this processing technique.

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Zaleha, M., M. Shahruddin, and I. Maizlinda Izwana. "A Review on the Mechanical and Physical Properties of Natural Fiber Composites." Applied Mechanics and Materials 229-231 (November 2012): 276–81. http://dx.doi.org/10.4028/www.scientific.net/amm.229-231.276.

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Research on the use of natural fibers as replacement to man-made fibre in fiber reinforced composites have received more interest and opened up further industrial possibilities. Natural fibre presents many advantages compared to synthetic fibers which make them attractive as reinforcements in composite material. They come from abundant and renewable resources, which ensures a continuous fibre supply and a significant material cost saving to the plastics, automotive and packaging industries. The paper reviews the previous and current research works published in the field of natural fiber reinforced composite material with special reference in mechanical properties of the natural fiber reinforced composite.

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K V, Ambareesh. "Moisture Absorption Studies of COIR and Sisal Short Fiber Reinforced Polymer Composites." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (September 30, 2021): 116–27. http://dx.doi.org/10.22214/ijraset.2021.37928.

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Abstract: Easy availability of natural fibre, low cost and ease of manufacturing have urged the attention of researchers towards the possibility of reinforcement of natural fiber to improve their mechanical properties and study the extent to which they satisfy the required specifications of good reinforced polymer composite for industrial and structural applications. Polymer composites made of natural fiber is susceptible for moisture. Moisture absorption in such composites mainly because of hydrophilic nature of natural fibers. Water uptake of natural fiber reinforced composites has an effect on different. Lot of researchers prepared the natural fiber reinforced composites without conducting water absorption tests; hence it is the potential area to investigate the behavior of the composites with different moisture absorption. In this research the experimental sequence and the materials are used for the study of coir and Sisal short fiber reinforced epoxy matrix composites. The coir and Sisal short fibers are made into the short fibers with 10 mm x 10 mm x 5 mm size. The Epoxy Resin-LY556(Di glycidyl ether of bi phenol) and Hardner-HYD951 (Tetra mine), the water absorption behaviors are analyzed in the coir and Sisal short fibers reinforced epoxy composites. The water absorption behaviors of the epoxy composites reinforced with the coir and sisal short fibers with 25, 30 and 35wt% were analyzed at three different water environments, such as sea water, distilled water, and tap water for 12 days at room temperature. It was observed that the composites show the high level of the water absorption percentage at sea water immersion as compared to the other water environments. Due to the water absorption, the mechanical properties of macro particle/epoxy composites were decreased at all weight percentages. Keywords: Natural fibre, Moisture absorption, Coir and sisal short fibre, Reinforced polymer composites, Water absorption behaviour Polymer matrix composite (Epoxy resin) using Coir and sisal short fibre and to study its moisture absorption behaviour

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5

Witayakran, Suteera, Wuttinant Kongtud, Jirachaya Boonyarit, Wirasak Smitthipong, and Rungsima Chollakup. "Development of Oil Palm Empty Fruit Bunch Fiber Reinforced Epoxy Composites for Bumper Beam in Automobile." Key Engineering Materials 751 (August 2017): 779–84. http://dx.doi.org/10.4028/www.scientific.net/kem.751.779.

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This research aims to use oil palm empty fruit bunch (EFB) fibers to reinforce epoxy resin for bumper beam in cars to replace epoxy/glass fiber composite. EFB fibers were extracted by two methods; chemical method by treating with 10-30% sodium hydroxide (% by weight of fiber) and mechanical method by steam explosion process at 12-20 kgf/cm2 for 5 mins. Then, the obtained fibers were bleached by hydrogen peroxide. The results show that the chemical method can eliminate lignin better than the other and provided stronger fibers. Increasing of alkaline concentration yielded the decrease of lignin content and increase of cellulose content, while no significant difference on fiber size and strength was observed. In steam explosion method, increasing of pressure vapor affected to more dark brown color and disintegrated fibers. Therefore, the optimal method for preparing EFB fibers for reinforcement of epoxy composite was chemical treatment using 30%NaOH, followed by bleaching. Then, the EFB fibers extracted by chemical method at 30%NaOH were used for reinforcing epoxy composite with fiber contents of 0-10%w/w and compared to epoxy/glass fiber composite. The results show that flexural modulus did not increase with increasing fiber content. However, the chemical treated fibers can support composite from falling apart after testing like glass fiber reinforced composite with fiber contents upper than 7.5%w/w. Impact strength and storage modulus of alkaline treated palm fiber reinforced composites increased when fiber content more than 7.5%w/w. Thermal properties of composite, analyzed by DSC and DMTA, shows that the Tg increased with fiber content. Flexural modulus and thermal properties of EFB reinforced epoxy composites provided similar results to glass fiber reinforced composites. Therefore, EFB fiber reinforced epoxy composite could be an alternative green material for bumper beam in automobile.

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Sahai, R. S. N., Deepankar Biswas, Manishkumar D. Yadav, Asit Samui, and Sachin Kamble. "Effect of alkali and silane treatment on water absorption and mechanical properties of sisal fiber reinforced polyester composites." Metallurgical and Materials Engineering 28, no. 4 (December 31, 2022): 641–56. http://dx.doi.org/10.56801/mme864.

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The present work deals with the effect of water absorption on the mechanical properties of untreated, 10% alkali-treated, and 10% alkali plus 1% silane treated sisal fibers (5%, 10%, and 15%) reinforced polyester composites. Hand lay-up was used to create the composite. The samples were prepared in accordance with ASTM standards, and tests for tensile strength, flexural strength, impact strength, and water absorption were performed. An increase in the tensile, flexural and impact strength was observed with an increase in fibre loading for untreated, alkali-treated and alkali plus silane treated sisal fibre reinforced polyester composites without water absorption, the increase being maximum for 10% alkali plus 1% silane treated fibre composite. Water absorption reduces tensile strength while increasing flexural and impact strength in untreated sisal fiber reinforced composites. There is an increase in tensile, flexural, and impact strength with higher fiber loading for 10% alkali-treated and 10% alkali-treated plus 1% silane treated sisal fiber reinforced polyester composites with and without water absorption. The tensile, flexural, and impact strength of alkali plus silane treated fiber is maximum at any given fiber loading, indicating that the alkali plus silane treatment is effective in improving the fiber matrix interface. Water absorption increases with fiber loading in untreated, 10% alkali-treated, and 10% alkali plus 1% silane treated sisal fiber reinforced polyester composites, with the rate being lowest in alkali plus silane treated fiber reinforced composites.

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Tong, Yuan Jian, and Liang Hua Xu. "Hemp Fiber Reinforced Unsaturated Polyester Composites." Advanced Materials Research 11-12 (February 2006): 521–24. http://dx.doi.org/10.4028/www.scientific.net/amr.11-12.521.

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Non-woven hemp fiber mat has been used to reinforce unsaturated polyester to make natural fiber composites. Thermal properties of the hemp fiber mat were investigated to discover the range of heat treatment temperatures suitable for the hemp fiber mat. Loss of weight during heat treatment and absorption of moisture from the environment during storage of the hemp fiber mat were also studied. Both hand lay-up technique and compression molding were used to make hemp mat composites. Due to the low fiber fraction, no significant reinforcing effect was found in the composite made by the hand lay-up technique. The effects of heat treatment of fibers, water content in the fibers, fiber fraction, and manufacture methods on tensile properties of the resulted composites were investigated. Hemp mat composites with tensile strength and modulus comparable to those of [±45°]4 glass fiber reinforced polyester were achieved by compression molding at a molding pressure of 2MPa.

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Raghu, M. J., and Govardhan Goud. "Tribological Properties of Calotropis Procera Natural Fiber Reinforced Hybrid Epoxy Composites." Applied Mechanics and Materials 895 (November 2019): 45–51. http://dx.doi.org/10.4028/www.scientific.net/amm.895.45.

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Natural fibers are widely used for reinforcement in polymer composite materials and proved to be effectively replacing synthetic fiber reinforced polymer composites to some extent in applications like domestic, automotive and lower end aerospace parts. The natural fiber reinforced composites are environment friendly, have high strength to weight ratio as well as specific strengths comparable with synthetic glass fiber reinforced composites. In the present work, hybrid epoxy composites were fabricated using calotropis procera and glass fibers as reinforcement by hand lay-up method. The fibre reinforcement in epoxy matrix was maintained at 20 wt%. In 20 wt% reinforcement of fibre, the content of calotropis procera and glass fibre were varied from 5, 10, 15 and 20 wt%. The dry sliding wear test as per ASTM G99 and three body abrasive wear test as per ASTM G65 were conducted to find the tribological properties by varying speed, load, distance and abrasive size. The hybrid composite having 5 wt% calotropis procera and 15 wt% glass fibre showed less wear loss in hybrid composites both in sliding wear test as well as in abrasive wear test which is comparable with 20 wt% glass fibre reinforced epoxy composite which marked very low wear loss. The SEM analysis was carried out to study the worn out surfaces of dry sliding wear test and three body abrasive wear test specimens.

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Deák, Tamás, and Tibor Czigány. "Investigation of Basalt Fiber Reinforced Polyamide Composites." Materials Science Forum 589 (June 2008): 7–12. http://dx.doi.org/10.4028/www.scientific.net/msf.589.7.

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Basalt fiber reinforced polyamide composites were investigated to determine their static and dynamic mechanical properties. The composites were compounded in an extruder and were injection molded. A glass fiber reinforced composite also was investigated. Two different basalt fibers were used with silane sizing and one of them was used also without sizing. The results show that composites with silane sized basalt fibers have properties similar to glass fiber reinforced composites, while unsized basalt fibers eventuate smaller strength and higher brittleness.

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Patel, Mr Ashish Kumar. "Mechanical Properties of Luffa Cylindrica and Coconut Coir Reinforced Epoxy Hybrid Composite." International Journal for Research in Applied Science and Engineering Technology 9, no. 11 (November 30, 2021): 54–65. http://dx.doi.org/10.22214/ijraset.2021.38759.

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Abstract: In the current day scenario all the researchers and engineers are searching for a better and cheaper alternative for the current engineering materials. The project deals with the low cost, light weight and biodegradable composites and their use in the current industries. Substituting the legacy fiber reinforced composites with the low-cost natural plant- based fibers reinforced composites help us achieve comparative mechanical properties. India has a quite rich source of natural plant-based fibers which can be used for the production of natural fiber reinforced composites. In this project we used a combination of luffa fibers and coir fibers to produce an epoxy hybrid composite. The current project explores two different problems related to the natural fiber reinforced hybrid composite: 1) Study of mechanical properties of the hybrid thermosetting composite. 2) Study of possibilities of use of natural fiber reinforced epoxy hybrid composites in the different industries

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Dissertations / Theses on the topic "Fiber reinforced composites"

1

Wu, Xiang. "Thermoforming continuous fiber reinforced thermoplastic composites." Diss., Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/9383.

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2

D'Antino, Tommaso. "Bond behavior in fiber reinforced polymer composites and fiber reinforced cementitious matrix composites." Doctoral thesis, Università degli studi di Padova, 2014. http://hdl.handle.net/11577/3423690.

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The use of fiber reinforced composites for strengthening reinforced concrete (RC) structures has gained great popularity in the last few decades. Fiber reinforced polymer (FRP) composites represent an effective solution for strengthening existing reinforced concrete structures due to their mechanical properties and relatively low cost. FRP composites have been extensively studied, and design codes/recommendation/guidelines are available. One of the most important concerns regarding the use of FRP for strengthening RC structures is the proper design to preclude debonding failure. The bond behavior of FRP-concrete joints is studied in this thesis by means of a fracture mechanics approach, assuming that the debonding is characterized by a pure Mode II failure. The most important analytical formulations for the evaluation of the bond strength of FRP-concrete joints are analyzed and discussed. The accuracy of each analytical model studied is assessed through the use of a wide experimental database including different test set-ups and composite materials. Furthermore, the accuracy of several analytical models for the evaluation of the effective bond length, i.e. the minimum length needed to fully develop the bond strength of the FRP-concrete joint, is assessed. A promising alternative to FRP composites is fiber reinforced cementitious matrix (FRCM) composites. FRCM composites are comprised of high strength fibers applied to the concrete substrate through the use of inorganic cementitious matrix. FRCM composites are still in their infancy, and very limited work is available in the literature. In the second part of this thesis, an extensive experimental campaign conducted on PBO FRCM-concrete joints is presented and discussed. Since the weakness of FRCM-concrete joints is located at the matrix-fiber interface, the study of the stress-transfer mechanism between the fibers and the matrix is of particular importance. Specimens with different bonded lengths and bonded widths are presented. The fracture mechanics approach used to study the FRP-concrete joints is extended to the study of FRCM-concrete joints, and the exsistence of an effective bond length similar to that observed for FRP-concrete joints is investigated. The results obtained through the fracture mechanics approach are used for the implementation of numerical models to investigate the fiber-matrix interface bond behavior for FRCM-concrete joints that include more than one layer of matrix.
L’utilizzo di compositi fibrorinforzati per il rinforzo e l’adeguamento di strutture esistenti in calcestruzzo armato (c.a.) ha raggiunto una grande popolarità negli ultimi decenni. Tra i materiali compositi, l’utilizzo dei cosiddetti polimeri fibrorinforzati (fiber reinforced polymer, FRP) rappresenta una soluzione efficace per l’intervento su strutture esistenti in c.a. grazie all’elevata resistenza meccanica ed al costo relativamente non elevato del materiale. Gli FRP sono stati largamente studiati negli ultimi anni e sono attualmente disponibili diverse linee guida per la progettazione di questo tipo di rinforzo in tutto il mondo. Uno dei problemi di maggiore importanza nell’utilizzo di compositi FRP è costituito dalla valutazione della resistenza al distacco (debonding) del composito dal supporto su cui è applicato. In questa tesi viene analizzato il comportamento di giunti FRP-calcestruzzo nel contesto della meccanica della frattura, assumendo che la rottura per distacco sia assimilabile ad un modo di rottura di tipo II. Le più importanti formulazioni analitiche per la valutazione della resistenza d’adesione del composito al substrato sono analizzate e discusse. L’accuratezza di ognuno dei modelli analitici considerati è stata valutata per mezzo di un esteso database sperimentali in cui sono presenti i risultati di test condotti su diversi materiali compositi e con diverse configurazioni di prova. Viene inoltre valutata l’accuratezza di alcuni modelli analitici per il calcolo della lunghezza effettiva d’aderenza, cioè della lunghezza minima necessaria per poter sviluppare appieno il meccanismo di adesione FRP-calcestruzzo. Una promettente alternativa all’utilizzo dei compositi FRP è rappresentata dai cosiddetti materiali compositi a matrice cementizia (fiber reinforced cementitious matrix, FRCM), costituiti da fibre lunghe ad alta resistenza applicate a supporti in calcestruzzo per mezzo di matrici cementizie. I compositi FRCM rappresentano una novità nel mondo del rinforzo di strutture esistenti in c.a. e la letteratura disponibile a riguardo è ancora assai limitata. Nella seconda parte di questa tesi viene presentata e discussa una vasta campagna sperimentale condotta su provini di FRCM di diversa lunghezza e larghezza costituiti da fibre in PBO e matrice cementizia applicata su supporti in calcestruzzo. Dal momento che la rottura nei giunti FRCM-calcestruzzo avviene all’interfaccia fibra-matrice, lo studio del meccanismo di trasmissione degli sforzi da fibra a matrice è di particolare importanza in questi compositi. L’approccio di meccanica della frattura applicato nel caso di giunti FRP-calcestruzzo è esteso al caso dei compositi FRCM ed è indagata la possibile esistenza di una lunghezza effettiva d’aderenza simile a quella osservata nei compositi FRP. I risultati ottenuti dall’approccio di meccanica della frattura sono utilizzati per l’implementazione di modelli numerici che permettono di studiare il comportamento di adesione fibra-matrice in compositi che includano più di uno strato di matrice cementizia.

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Veazie, David R. "Modeling of fiber reinforced composites incorporating distinct interface properties." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/17385.

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4

Wang, Youjiang. "Mechanics of fiber reinforced cementitious composites." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/14296.

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5

Adesanya, E. (Elijah). "Fiber-reinforced mineral wool geopolymer composites." Master's thesis, University of Oulu, 2015. http://urn.fi/URN:NBN:fi:oulu-201506271885.

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This thesis investigates the utilization of mineral wool (glasswool and rockwool) as precursor with metakaolin in geopolymerization. In 2015, mineral wool waste in Europe is estimated to be 2.4 metric tonnes, and it is currently landfilled. The utilization of this waste in geopolymer composites is one of the motivation towards this study. Indeed, addition of these mineral wools to metakaolin-based geopolymers matrices showed significant improvement in the mechanical properties. The literature section of this thesis describes the previous knowledge on geopolymerization, the materials used in geopolymer and the factors affecting the mechanical strength. In the experimental part, the first goal was to achieve mix composition with highest mechanical strength and also a workable paste of geopolymers. This was done with the following factors held constant: SiO₂/Al₂O₃ = 3.8 and Na₂O/Al₂O₃ = 1, and varying the following: H₂O/Na₂O from 10 to 13, SiO₂/Na₂O from 3.21 to 4.02, mineral wool/metakaolin mass ratio from 0–1, and water/binder (w/b) mass ratio from 0.42 to 0.55. The different mix compositions was calculated at varying substitution (10%, 20%, 30%, 40% and 50%) of metakaolin with mineral wool using both glasswool and rockwool in different matrices to determine the effect of mineral wool substitution on the properties of the geopolymer. Mechanical strength tests were done to determine the effects of mineral wool addition in the geopolymer. Results from the test shows maximum compressive strength of 33 MPa when 20% of the metakaolin was substituted with mineral wool. Further substitution was observed to reduce the mechanical properties of the geopolymer. Also, optimization of glasswool and rockwool in different compositional mixes was done to select a particular mineral wool to be used further in the course of the study. Glasswool precursor with metakaolin showed better compressive strength using the chosen SiO₂/Al₂O₃ and Na₂O/Al₂O₃-ratios, compared to rockwool and was continued as the co-binder with metakaolin during reinforcement with fibres. Additionally, during the investigation the matrices were cured at various temperatures (50, 60, 80 and 100 °C). Results showed best mechanical strength was achieved when the geopolymer matrices were cured at 50 °C. XRD and TGA where used to characterize the behaviour of the raw materials and geopolymer samples and to verify geopolymer formations and its thermal stability respectively. Geopolymers in general during testing experiences brittle failure, this limitation can be corrected using fibre reinforcement. Geopolymer composites with glass, carbon and cotton/polyester fibres were investigated using a simple layering method. Data from these preliminary tests showed that cotton/polyester blend fibre exhibited better ductility and flexural strength than glass and carbon fibre.

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Whitacre, Ryan John. "Properties of Flax Fiber Reinforced Composites." Thesis, North Dakota State University, 2013. https://hdl.handle.net/10365/26849.

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In the field of renewable materials, natural fiber composites demonstrate the capacity to be a viable structural material. When normalized by density, flax fiber mechanical properties are competitive with E-glass fibers. However, the hydrophilic nature of flax fibers reduces the interfacial bond strength with polymer thermosets, limiting composite mechanical properties. Corn zein protein was selected as a natural bio-based coupling agent because of its combination of hydrophobic and hydrophilic properties. Zein was deposited on the surface of flax, which was then processed into unidirectional composite. The mechanical properties of zein treated samples where measured and compared against commonly utilized synthetic treatments sodium hydroxide and silane which incorporate harsh chemicals. Fourier transform infrared spectroscopy, chemical analysis, and scanning electron microscopy were also used to determine analyze zein treatments. Results demonstrate the environmentally friendly zein treatment successfully increased tensile strength 8%, flexural strength 17%, and shear strength 30% compared to untreated samples.

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Breña, Sergio F. "Strengthening reinforced concrete bridges using carbon fiber reinforced polymer composites /." Full text (PDF) from UMI/Dissertation Abstracts International, 2000. http://wwwlib.umi.com/cr/utexas/fullcit?p3004223.

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Jiang, Mingxiao. "Scale and boundary conditions effects in fiber-reinforced composites." Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/16373.

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Cruz, Hidalgo Raúl. "Statistical failure properties of fiber reinforced composites." [S.l. : s.n.], 2003. http://www.bsz-bw.de/cgi-bin/xvms.cgi?SWB10720642.

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Boulfiza, Mohamed. "Constitutive modeling of fiber reinforced cement composites." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0004/NQ27111.pdf.

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Books on the topic "Fiber reinforced composites"

1

Cheng, Quingzheng. Fiber reinforced composites. Hauppauge, N.Y: Nova Science Publishers, 2011.

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Li, Yan, and Qian Li. Plant Fiber Reinforced Composites. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-5162-6.

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P, Shah S., ed. Fiber-reinforced cement composites. New York: McGraw-Hill, 1992.

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E, Rowlands Robert, and Forest Products Laboratory (U.S.), eds. Fiber-reinforced wood composites. Madison, WI: Forest Products Laboratory, U.S. Dept. of Agriculture, Forest Service, 1987.

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E, Rowlands Robert, and Forest Products Laboratory (U.S.), eds. Fiber-reinforced wood composites. Madison, WI: Forest Products Laboratory, U.S. Dept. of Agriculture, Forest Service, 1987.

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E, Rowlands Robert, and Forest Products Laboratory (U.S.), eds. Fiber-reinforced wood composites. Madison, WI: Forest Products Laboratory, U.S. Dept. of Agriculture, Forest Service, 1987.

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E, Rowlands Robert, and Forest Products Laboratory (U.S.), eds. Fiber-reinforced wood composites. Madison, WI: Forest Products Laboratory, U.S. Dept. of Agriculture, Forest Service, 1987.

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M, Gammon Luther, ed. Optical microscopy of fiber reinforced composites. Materials Park, Ohio: ASM International, 2010.

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9

Fundamental principles of fiber reinforced composites. Lancaster: Technomic Pub. Co., 1989.

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Fundamental principles of fiber reinforced composites. 2nd ed. Lancaster, PA: Technomic Pub. Co., 1993.

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Book chapters on the topic "Fiber reinforced composites"

1

Manayan Parambil, Ajithkumar, Jiji Abraham, Praveen Kosappallyillom Muraleedharan, Deepu Gopakumar, and Sabu Thomas. "Fiber-Reinforced Composites." In Polymers and Polymeric Composites: A Reference Series, 417–46. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-95987-0_14.

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Garoushi, Sufyan. "Fiber-Reinforced Composites." In Dental Composite Materials for Direct Restorations, 119–28. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-60961-4_9.

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Manayan Parambil, Ajithkumar, Jiji Abraham, Praveen Kosappallyillom Muraleedharan, Deepu Gopakumar, and Sabu Thomas. "Fiber-Reinforced Composites." In Polymers and Polymeric Composites: A Reference Series, 1–30. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-92067-2_14-1.

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Ramesh, M., L. RajeshKumar, and V. Bhuvaneshwari. "Bamboo Fiber Reinforced Composites." In Bamboo Fiber Composites, 1–13. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8489-3_1.

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García-Arrieta, Sonia, Essi Sarlin, Amaia De La Calle, Antonello Dimiccoli, Laura Saviano, and Cristina Elizetxea. "Thermal Demanufacturing Processes for Long Fibers Recovery." In Systemic Circular Economy Solutions for Fiber Reinforced Composites, 81–97. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-22352-5_5.

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AbstractThe possibility of recycling glass (GF) and carbon fibers (CF) from fiber-reinforced composites by using pyrolysis was studied. Different fibers from composite waste were recovered with thermal treatment. The recycled fibers were evaluated as a reinforcement for new materials or applications. The main objective was to evaluate the fibers obtained from the different types of industrial composite waste considering the format obtained, the cleanliness and the amount of inorganic fillers and finally, the fibers quality. These characteristics defined the processes, sectors and applications in which recycled fibers can replace virgin fibers. These fibers were also evaluated and validated with tensile testing and compared to the tensile strength of virgin GF and CF.

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Osswald, Paul V., and Tim A. Osswald. "Mechanics of Composites." In Discontinuous Fiber-Reinforced Composites, 177–215. München: Carl Hanser Verlag GmbH & Co. KG, 2020. http://dx.doi.org/10.3139/9781569906958.005.

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Ramesh, M., C. Deepa, and Arivumani Ravanan. "Bamboo Fiber Reinforced Concrete Composites." In Bamboo Fiber Composites, 127–45. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8489-3_8.

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Klason, C., J. Kubát, and P. Gatenholm. "Wood Fiber Reinforced Composites." In Viscoelasticity of Biomaterials, 82–98. Washington, DC: American Chemical Society, 1992. http://dx.doi.org/10.1021/bk-1992-0489.ch006.

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Michler, Goerg H. "Fiber-Reinforced Polymer Composites." In Atlas of Polymer Structures, 463–84. München: Carl Hanser Verlag GmbH & Co. KG, 2015. http://dx.doi.org/10.3139/9781569905586.010.

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Ray, Sudip. "Silica Fiber-Reinforced Polymer Composites." In Polymer Composites, 339–62. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2012. http://dx.doi.org/10.1002/9783527645213.ch11.

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Conference papers on the topic "Fiber reinforced composites"

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Callaghan, D. J., A. Vaziri, and H. Nayeb-Hashemi. "Wear Characteristics of Fiber-Reinforced Dental Bio-Composites." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-59222.

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From the available biocompatible fibers, glass fibers have drawn the most attention due to their esthetic qualities and easy manipulation. While some investigators have studied the effect of the fibers on mechanical properties such as ultimate strength and fracture resistance of these bio-composites [1], the literature survey reflects that there are very few studies on the wear properties of such fiber-reinforced bio-composites. Thus, the main objective of this study is to investigate the wear characteristics of the fiber-reinforced dental bio-composite. The relationship between fiber weight fraction and fiber length of glass fibers incorporated into a dental resin and the wear resistance of these bio-composites is studied for various applied loads. For comparison, a particle filled bio-composite was also subjected to the wear test. The main objective of this study is to gain some insight into the micromechanisms of wear of these dental bio-composites and their relative performance.

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Kooshki, Pantea, and Tsz-Ho Kwok. "Review of Natural Fiber Reinforced Elastomer Composites." In ASME 2018 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/detc2018-86042.

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This paper is a review on mechanical characteristics of natural fibers reinforced elastomers (both thermoplastics and thermosets). Increasing environmental concerns and reduction of petroleum resources attracts researchers attention to new green eco-friendly materials. To solve these environmental related issues, cellulosic fibers are used as reinforcement in composite materials. These days natural fibers are at the center of attention as a replacement for synthetic fibers like glass, carbon, and aramid fibers due to their low cost, satisfactory mechanical properties, high specific strength, renewable resources usage and biodegradability. The hydrophilic property of natural fibers decreases their compatibility with the elastomeric matrix during composite fabrication leading to the poor fiber-matrix adhesion. This causes low mechanical properties which is one of the disadvantages of green composites. Many researches have been done modifying fiber surface to enhance interfacial adhesion between filler particles and elastomeric matrix, as well as their dispersion in the matrix, which can significantly affect mechanical properties of the composites. Different chemical and physical treatments are applied to improve fiber/matrix interlocking.

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Ceglar, T., and H. Pettermann. "Homogenization of Fiber Reinforced Elastomer Laminates." In VIII Conference on Mechanical Response of Composites. CIMNE, 2021. http://dx.doi.org/10.23967/composites.2021.031.

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BARNETT, PHILIP R., STEPHEN A. YOUNG, and DAYAKAR PENUMADU. "Chopped Carbon Fiber Reinforced Thermoplastic Composites." In American Society for Composites 2017. Lancaster, PA: DEStech Publications, Inc., 2017. http://dx.doi.org/10.12783/asc2017/15386.

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DILORETO, EDWARD, ARIELLE BERMAN, and KYRIAKI KALAITZIDOU. "Glass Fiber Reinforced Polyester Syntactic Foam." In American Society for Composites 2019. Lancaster, PA: DEStech Publications, Inc., 2019. http://dx.doi.org/10.12783/asc34/31432.

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Surya, D. P., A. M. Munirah, S. S. Alamelu, J. C. H. Lau, and J. Wei. "Mechanical and Thermal Properties of Jute-Glass Fiber Reinforced Nano Composites." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-86633.

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The rising concern towards environmental issues and lower production costs has led to increasing interests on the use of natural fibers to replace glass fibers as reinforcements. In this paper, the mechanical and physical properties of natural fiber composites and their hybrids or sandwiches were investigated. Jute woven fabric composites and their sandwiches were produced by applying vacuum assisted resin transfer molding (VARTM). For the composite sandwiches, glass woven composites were placed at the outer surfaces of jute woven composites and could act as strong skins. Therefore, the bending properties of jute-glass woven composites are higher than those of jute woven composites. The thin glass woven composites at the outer layer of composite sandwich also reduce the rate of water absorbed by the composites. The water absorption in jute-glass woven composites is lower than those in jute woven composites. Nano fillers that were added into the composites were expected to improve the mechanical and thermal properties of the composites. So far, matrices with 1 wt% of nano fillers have been successfully infused into fibers through VARTM process. The thermal properties of glass woven composites with nano fillers are significantly increased. However, the addition of nano fillers in jute fiber composites does not increase their thermal properties as the decomposition of the natural fiber occurs at the temperature whereby the epoxy matrix starts to degrade.

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Song, Young Seok, Jung Tae Lee, Jae Ryoun Youn, A. D’Amore, Domenico Acierno, and Luigi Grassia. "Natural Fiber Reinforced PLA Composites." In V INTERNATIONAL CONFERENCE ON TIMES OF POLYMERS (TOP) AND COMPOSITES. AIP, 2010. http://dx.doi.org/10.1063/1.3455601.

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Menezes, Pradeep L., Pradeep K. Rohatgi, and Michael R. Lovell. "Tribology of Natural Fiber Reinforced Polymer Composites." In ASME/STLE 2011 International Joint Tribology Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/ijtc2011-61221.

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In recent years, significant academic and industrial research and development has explored novel methods of creating green and environmentally friendly materials for commercial applications. Natural fibers offer the potential to develop lower cost products with better performance, sustainability, and renewability characteristics than traditional materials, particularly in the automotive industry. In this respect, natural fiber reinforced polymer composites have emerged as an environmentally friendly and cost-effective option to synthetic fiber reinforced composites. Hence, in this study, a review of the tribological behavior of natural fiber reinforced polymer composites has been undertaken to better understand their usability for various automotive applications.

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Naresh K Budhavaram and Justin R Barone. "Cellulose fiber-reinforced keratin composites." In 2008 Providence, Rhode Island, June 29 - July 2, 2008. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2008. http://dx.doi.org/10.13031/2013.24871.

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"Durability of Fiber-Reinforced Composites." In SP-192: 2000 Canmet/ACI Conference on Durability of Concrete. American Concrete Institute, 2000. http://dx.doi.org/10.14359/5788.

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Reports on the topic "Fiber reinforced composites"

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Caputo, A. J., R. A. Lowden, and H. H. Moeller. Fiber-reinforced ceramic tubular composites. Office of Scientific and Technical Information (OSTI), November 1988. http://dx.doi.org/10.2172/6525667.

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Waas, Anthony M. Compressive Failure of Fiber Reinforced Composites. Fort Belvoir, VA: Defense Technical Information Center, April 2003. http://dx.doi.org/10.21236/ada413396.

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Koenig, Jack L., and Shari L. Tidrick. Improved Adhesion Performance of Polyamid Fibers in Fiber-Reinforced Composites. Fort Belvoir, VA: Defense Technical Information Center, May 1989. http://dx.doi.org/10.21236/ada207979.

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Wang, A. S., W. Binienda, E. S. Reddy, and Y. Zhong. Mixed-Mode Fracture of Uniaxial Fiber Reinforced Composites. Fort Belvoir, VA: Defense Technical Information Center, April 1987. http://dx.doi.org/10.21236/ada191629.

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Datta, Subhendu K. Dynamic Behavior of Fiber and Particle Reinforced Composites. Fort Belvoir, VA: Defense Technical Information Center, March 1993. http://dx.doi.org/10.21236/ada266905.

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Coon, D. Vitreous joining of SiC fiber reinforced SiC composites. Office of Scientific and Technical Information (OSTI), December 1989. http://dx.doi.org/10.2172/6973365.

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Besmann, T. M., W. M. Matlin, D. P. Stinton, and P. K. Liaw. Fabrication of fiber-reinforced composites by chemical vapor infiltration. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/450751.

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Xu, S., and Y. J. Weitsman. Three Dimensional Effects in Fiber Reinforced Composites Under Compression. Fort Belvoir, VA: Defense Technical Information Center, February 1995. http://dx.doi.org/10.21236/ada292027.

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Yolken, H. T., George A. Matzkanin, and Jill E. Bartel. Nondestructive Evaluation (NDE) of Advanced Fiber Reinforced Polymer Composites. Fort Belvoir, VA: Defense Technical Information Center, July 2001. http://dx.doi.org/10.21236/ada386229.

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Chin, Joannie W. Materials aspects of fiber-reinforced polymer composites in infrastructure. Gaithersburg, MD: National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5888.

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