Literatura académica sobre el tema "Fibre durability"
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Artículos de revistas sobre el tema "Fibre durability"
Liu, Yanzhu, Liang Wang, Ke Cao y Lei Sun. "Review on the Durability of Polypropylene Fibre-Reinforced Concrete". Advances in Civil Engineering 2021 (4 de junio de 2021): 1–13. http://dx.doi.org/10.1155/2021/6652077.
Texto completoWang, Peng. "Research on the Design and Use of Structures and Components Made from Fibre Composite Materials". Applied Mechanics and Materials 174-177 (mayo de 2012): 782–86. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.782.
Texto completoMore, Florence More Dattu Shanker y Senthil Selvan Subramanian. "Impact of Fibres on the Mechanical and Durable Behaviour of Fibre-Reinforced Concrete". Buildings 12, n.º 9 (13 de septiembre de 2022): 1436. http://dx.doi.org/10.3390/buildings12091436.
Texto completoAkbari Motlagh, Ali y Ebrahim Mirzaei. "Effect of using Fibre on the Durability of Asphalt Pavement". Civil Engineering Journal 2, n.º 2 (1 de febrero de 2016): 63–72. http://dx.doi.org/10.28991/cej-2016-00000013.
Texto completoSergi, Claudia, Jacopo Tirillò, Maria Carolina Seghini, Fabrizio Sarasini, Vincenzo Fiore y Tommaso Scalici. "Durability of Basalt/Hemp Hybrid Thermoplastic Composites". Polymers 11, n.º 4 (2 de abril de 2019): 603. http://dx.doi.org/10.3390/polym11040603.
Texto completoRajak, Manoj y Baboo Rai. "Effect of Micro Polypropylene Fibre on the Performance of Fly Ash-Based Geopolymer Concrete". Journal of Applied Engineering Sciences 9, n.º 1 (1 de mayo de 2019): 97–108. http://dx.doi.org/10.2478/jaes-2019-0013.
Texto completoBhat, Arooba Rafiq y Ajay Vikram. "A Literature Study of Hybrid Fibre Reinforced Concrete". International Journal of Innovative Research in Engineering & Management 10, n.º 1 (1 de febrero de 2023): 6–8. http://dx.doi.org/10.55524/ijirem.2023.10.1.2.
Texto completoMd Azree Othuman Mydin. "Thermal and Durability Properties of Sustainable Green Lightweight Foamed Concrete Incorporating Eco-Friendly Sugarcane Fibre". Journal of Advanced Research in Fluid Mechanics and Thermal Sciences 94, n.º 1 (19 de abril de 2022): 60–78. http://dx.doi.org/10.37934/arfmts.94.1.6078.
Texto completoAbdullah, Muhd Afiq Hizami, Mohd Zulham Affandi Mohd Zahid, Badorul Hisham Abu Bakar, Fadzli Mohamed Nazri y Afizah Ayob. "UHPFRC as Repair Material for Fire-Damaged Reinforced Concrete Structure – A Review". Applied Mechanics and Materials 802 (octubre de 2015): 283–89. http://dx.doi.org/10.4028/www.scientific.net/amm.802.283.
Texto completoAugustino, Daudi Salezi, Richard Ocharo Onchiri, Charles Kabubo y Christopher Kanali. "Mechanical and Durability Performance of High-Strength Concrete with Waste Tyre Steel Fibres". Advances in Civil Engineering 2022 (20 de junio de 2022): 1–16. http://dx.doi.org/10.1155/2022/4691972.
Texto completoTesis sobre el tema "Fibre durability"
Fisher, Alex K. "Durability design parameters for cellulose fibre reinforced concrete pipes in aggressive environments". Thesis, Queensland University of Technology, 2003.
Buscar texto completoLevin, Klas. "Durability of Embedded Fibre Optic Sensors in Composites". Doctoral thesis, Stockholm, 2001. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3145.
Texto completoGurusamy, K. "The marine durability of steel fibre reinforced concrete". Thesis, University of Aberdeen, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234802.
Texto completoNordström, Erik. "Durability of sprayed concrete : steel fibre corrosion in cracks /". Luleå, 2005. http://epubl.luth.se/1402-1544/2005/02.
Texto completoNordström, Erik. "Steel fibre corrosion in cracks : durability of sprayed concrete". Licentiate thesis, Luleå tekniska universitet, 2000. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-18249.
Texto completoGodkänd; 2000; 20070317 (ysko)
Homam, Sayed Mukhtar. "Durability of fibre-reinforced polymers (FRP) used in concrete structures". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0023/MQ50345.pdf.
Texto completoDe, Klerk Marthinus David. "The durability of natural sisal fibre reinforced cement-based composites". Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/96895.
Texto completoENGLISH ABSTRACT: The building industry is responsible for a substantial contribution to pollution. The production of building materials, as well as the operation and maintenance of structures leads to large amounts of carbon-dioxide (CO2) being release in the atmosphere. The use of renewable resources and construction materials is just one of the ways in which the carbon footprint of the building industry can be reduced. Sisal fibre is one such renewable material. Sisal fibre is a natural fibre from the Agave Sisalana plant. The possibility of incorporating sisal fibre in a cement-based matrix to replace conventional steel and synthetic fibres has been brought to the attention of researchers. Sisal fibre has a high tensile strength in excess of polypropylene fibre and comparable to PVA fibre. Sisal fibre consists mainly of cellulose, hemi-cellulose and lignin. The disadvantage of incorporating sisal fibre in a cement-based matrix is the degradation of the composite. Sisal fibres tend to degrade in an alkaline environment due to changes in the morphology of the fibre. The pore water in a cement base matrix is highly alkaline which leads to the degradation of the fibres and reduced strength of the composite over time. Sisal fibre reinforced cement-based composites (SFRCC) were investigated to evaluate the durability of the composites. Two chemical treatments, alkaline treatment and acetylation, were performed on the fibre at different concentrations to improve the resistance of the fibre to alkaline attack. Alkaline treatment was performed by using sodium hydroxide (NaOH), while acetylation was performed by using acetic acid or acetic anhydride. Single fibre pull-out (SFP) tests were performed to evaluate the influence of chemical treatment on fibre strength, to study the fibre-matrix interaction and to determine a critical fibre length. A matrix consisting of ordinary Portland cement (OPC), sand and water were used for the SFP tests. This matrix, as well as alternative matrices containing fly ash (FA) and condensed silica fume (CSF) as supplementary cementitious material, were reinforced with 1% sisal fibre (by volume) cut to a length of 20 mm. The OPC matrix was reinforced with untreated- and treated fibre while the alternative matrices were reinforced with untreated fibre. Alternative matrices containing varying fibre volumes and lengths were also produced. Three-point bending- (indirect), direct tensile- and compression tests were performed on specimens at an age of 28 days to determine the strength of the matrix. The remainder of the specimens were subjected to ageing by extended curing in water at 24˚C and 70˚C respectively and by alternate cycles of wetting and drying, after which it was tested at an age of 90 days from production to evaluate the durability of the fibre. An increase in fibre volume led to a decrease in compressive strength and peak tensile strength. The optimum fibre length at a volume of 1% was 20 mm for which the highest compression strength was recorded. The combination of alkali treatment and acetylation was the most effective treatment condition, followed by alkali treatment at low concentrations of sodium hydroxide. At higher concentrations of sodium hydroxide, a significant reduction in strength was recorded. The addition of supplementary cementitious materials also proved to be effective in mitigating degradation, especially in the cases where CSF was used. FA proved to be less effective in reducing the alkalinity of the matrix. However, the use of FA as fine filler resulted in higher strengths. Specimens manufactured by extrusion did not have superior mechanical properties to cast specimens. The conclusion was made that the use of sisal fibre in a cement-based matrix is effective in providing ductile failure. Chemical treatment and the addition of supplementary cementitious materials did improve the durability of the specimens, although degradation still took place.
AFRIKAANSE OPSOMMING: Die boubedryf is verantwoordelik vir 'n aansienlike bydrae tot besoedeling. Die produksie van boumateriale, sowel as die bedryf en instandhouding van strukture lei tot groot hoeveelhede koolstof dioksied (CO2) wat in die atmosfeer vrygestel word. Die gebruik van hernubare hulpbronne en boumateriale is maar net een van die maniere waarop die koolstof voetspoor van die boubedryf verminder kan word. Sisal vesels is 'n voorbeeld van 'n hernubare materiaal. Sisal vesel is 'n natuurlike vesel afkomstig vanaf die Agave Sisalana plant. Die moontlikheid om sisal vesels in 'n sement gebasseerde matriks te gebruik om konvensionele staal en sintetiese vesels te vervang, is tot die aandag van navorsers gebring. Sisal vesel het 'n hoër treksterkte as polipropileen vesels en die treksterkte vergelyk goed met die van PVA vesels. Sisal vesel bestaan hoofsaaklik uit sellulose, hemi-sellulose en lignien. Die nadeel verbonde aan die gebruik van sisal vesels in 'n sement gebasseerde matriks is die degradasie van die komposiet. Sisal vesels is geneig om af te breek in 'n alkaliese omgewing as gevolg van veranderinge wat in die morfologie van die vesel plaasvind. Die water in die porieë van 'n sement gebasseerde matriks is hoogs alkalies wat lei daartoe dat die vesel afgebreek word en die sterkte van die komposiet afneem oor tyd. Sisal vesel versterkte sement gebasseerde komposiete is ondersoek om die duursaamheid van die komposiete te evalueer. Twee chemiese behandelings, alkaliese behandeling en asetilering, is uitgevoer op die vesels teen verskillende konsentrasies om die weerstand van die vesels teen alkaliese aanslag te verbeter. Alkaliese behandeling was uitgevoer met natrium-hidroksied (NaOH) terwyl asetilering met asynsuur en asynsuurhidried uitgevoer is. Enkel vesel uittrek toetse is uitgevoer om die invloed van chemiese behandeling op veselsterkte te evalueer, om die vesel/matriks interaksie te bestudeer en om die kritiese vesellengte te bepaal. 'n Matriks wat uit gewone Portland sement (OPC), sand en water bestaan, is gebruik vir die enkel vesel uittrek toetse. Dieselfde matriks, sowel as alternatiewe matrikse wat vliegas (FA) en gekondenseerde silika dampe (CSF) as aanvullende sementagtige materiaal bevat, is versterk met 1% vesel (by volume) wat 20 mm lank gesny is. Die OPC matriks was versterk met onbehandelde- en behandelde vesels, terwyl die alternatiewe matrikse met onbehandelde vesels versterk is. Matrikse wat wisselende vesel volumes en lengtes bevat het is ook vervaardig. Drie-punt buigtoetse (indirek), direkte trek toetse en druktoetse is uitgevoer op proefstukke teen 'n ouderdom van 28 dae om die sterkte van die matriks te bepaal. Die oorblywende proefstukke is onderwerp aan veroudering deur verlengde nabehandeling in water teen 24˚C en 70˚C onderskeidelik en deur afwissilende siklusse van nat- en droogmaak waarna dit op 'n ouderdom van 90 dae vanaf vervaardiging getoets is om die duursaamheid van die matriks te evalueer. 'n Toename in vesel volume het tot 'n afname in druksterkte en piek treksterkte gelei. Die optimum vesel lengte teen 'n volume van 1% was 20 mm, waarvoor die hoogste druksterkte opgeteken is. Die kombinasie van alkaliese behandeling en asetilering was die mees effektiewe behandeling, gevolg deur alkaliese behandeling by lae konsentrasies natrium-hidroksied. Vir hoë konsentrasies natrium-hidroksied is 'n aansienlike afname in sterkte opgeteken. Die toevoeging van aanvullende sementagtige materiale was ook effektief om die degradadering van die vesels te verminder, veral in die gevalle waar CSF gebruik is. FA was minder effektief om die alkaliniteit van die matriks te verminder. Die gebruik van FA as fyn vuller het nietemin hoër sterkte tot gevolg gehad. Proefstukke wat deur ekstrusie vervaardig is, het nie beter meganiese eienskappe gehad as proefstukke wat gegiet is nie. Daar is tot die gevolgtrekking gekom dat sisal vesel in 'n sement gebasseerde matriks wel effektief is om 'n duktiele falingsmode te voorsien. Chemiese behandeling en die toevoeging van aanvullende sementagtige materiale het die duursaamheid van die proefstukke verbeter, alhoewel degradering steeds plaasgevind het.
Zhang, J. "The performance and environmental durability of pultruded glass fibre composite rebars". Thesis, Loughborough University, 2000. https://dspace.lboro.ac.uk/2134/7354.
Texto completoPurnell, Philip. "The durability of glass fibre reinforced cements made with new cementitious matrices". Thesis, Aston University, 1998. http://publications.aston.ac.uk/13285/.
Texto completoHenault, Jean-Marie. "Approche méthodologique pour l’évaluation des performances et de la durabilité des systèmes de mesure répartie de déformation : application à un câble à fibre optique noyé dans le béton". Thesis, Paris Est, 2013. http://www.theses.fr/2013PEST1113/document.
Texto completoStructural Health Monitoring is a key factor in life-cycle management of civil structures. Truly distributed fiber optic sensors, composed by an optoelectronic device paired with an optical fiber in a cable, provide strain profiles over several kilometers with a centimeter resolution. They are thus able to provide relevant information on large structures. However, a preliminary performance assessment is required prior to any industrial application. Due to shear deformation of the cable's protective coating, strain measurements provided by the measuring system may differ from actual strains in the embedding medium. A methodology, based on mechanical tests and modelling, was thus developed to determine the relationship between measured/actual strains. It was applied to determine the mechanical response of a specific cable embedded in concrete. Performance assessment method was applied to a specific measuring system. Tests were carried out under laboratory conditions on the fiber optic cable, out of the concrete medium in a first stage, and then embedded in concrete structures. It enabled to evaluate its components and standard uncertainties. The cable could not be replaced after being embedded in concrete. It is necessary to evaluate the ageing effects on its mechanical properties to use it for a long term period. A specific study was carried out to determine the cable durability under chemical, thermal and mechanical solicitations
Libros sobre el tema "Fibre durability"
Nemkumar, Banthia, Benmokrane Brahim, Kharbhari Vistasp, Abanilla M. A y ISIS Canada, eds. Durability of fibre reinforced polymers in civil infrastructure. Winnipeg, Man: ISIS Canada Research Network, 2006.
Buscar texto completoWittmann, F. y G. Van Zijl, eds. Durability of Strain-Hardening Fibre-Reinforced Cement-Based Composites (SHCC). Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0338-4.
Texto completoWittmann, F. H. Durability of Strain-Hardening Fibre-Reinforced Cement-Based Composites (SHCC). Dordrecht: RILEM, 2011.
Buscar texto completoHomam, Sayed Mukhtar. Durability of fibre-reinforced polymers (FRP) used in concrete structures. Ottawa: National Library of Canada, 2000.
Buscar texto completoS, Hearle J. W., ed. Fibre failure and wear of materials: An atlas of fracture, fatigue, and durability. Chichester, England: Ellis Horwood, 1989.
Buscar texto completoMiyano, Yasushi, ed. Durability of Fiber-Reinforced Polymers. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2017. http://dx.doi.org/10.1002/9783527811984.
Texto completoGrace, Nabil F. Environmental/durability evaluation of FRP composite strengthened bridges. Southfield, Mich: Lawrence Technological University, Civil Engineering Dept., 2003.
Buscar texto completoChamis, C. C. Designing for fiber composite structural durability in hygrothermomechanical environments. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1985.
Buscar texto completoChamis, C. C. Designing for fiber composite structural durability in hygrothermomechanical environments. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1985.
Buscar texto completoChamis, C. C. Designing for fiber composite structural durability in hygrothermomechanical environments. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, 1985.
Buscar texto completoCapítulos de libros sobre el tema "Fibre durability"
Ogawa, Atsuhisa y Hideki Hoshiro. "Durability of Fibres". En Durability of Strain-Hardening Fibre-Reinforced Cement-Based Composites (SHCC), 81–88. Dordrecht: Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-94-007-0338-4_6.
Texto completoLow, It-Meng, Thamer Alomayri y Hasan Assaedi. "Moisture Absorption and Durability". En Cotton and Flax Fibre-Reinforced Geopolymer Composites, 147–76. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2281-6_5.
Texto completoMuhle, H., B. Bellmann y F. Pott. "Durability of Various Mineral Fibres in Rat Lungs". En Mechanisms in Fibre Carcinogenesis, 181–87. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-1363-2_17.
Texto completoOh, Byung H. y Petr Kabele. "Durability under Chemical Loads". En Durability of Strain-Hardening Fibre-Reinforced Cement-Based Composites (SHCC), 41–58. Dordrecht: Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-94-007-0338-4_3.
Texto completoToledo Filho, Romildo D., Eduardo M. R. Fairbairn y Volker Slowik. "Durability under Thermal Loads". En Durability of Strain-Hardening Fibre-Reinforced Cement-Based Composites (SHCC), 59–71. Dordrecht: Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-94-007-0338-4_4.
Texto completoWittmann, Folker H. "Durability under Combined Loads". En Durability of Strain-Hardening Fibre-Reinforced Cement-Based Composites (SHCC), 73–79. Dordrecht: Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-94-007-0338-4_5.
Texto completoSrikumar, Rohini, Bibhuti Bhusan Das y Sharan Kumar Goudar. "Durability Studies of Polypropylene Fibre Reinforced Concrete". En Lecture Notes in Civil Engineering, 727–36. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_65.
Texto completoYadav, Shonu, Bibhuti Bhusan Das y Sharan Kumar Goudar. "Durability Studies of Steel Fibre Reinforced Concrete". En Lecture Notes in Civil Engineering, 737–45. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_66.
Texto completoDvorkin, Leonid, Vadim Zhitkovsky, Oleh Bordiuzhenko y Yuri Ribakov. "Properties of Fibre Concrete Determining Its Durability". En High Performance Concrete Optimal Composition Design, 147–59. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003357865-11.
Texto completoDhundasi, Abbas Ali, R. B. Khadiranaikar y Kashinath Motagi. "Durability Properties of Fibre-Reinforced Reactive Powder Concrete". En Recent Trends in Construction Technology and Management, 15–28. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2145-2_2.
Texto completoActas de conferencias sobre el tema "Fibre durability"
"Durability of Steel Fibre Reinforced Concrete". En SP-212: Sixth CANMET/ACI: Durability of Concrete. American Concrete Institute, 2003. http://dx.doi.org/10.14359/12715.
Texto completoHerszberg, Israel, Michael K. Bannister, Henry C. H. Li, Ben Qi y Jane Marsden. "Durability under fatigue loading of optical fibres applied to fibre reinforced plastic composites". En Third European Workshop on Optical Fibre Sensors. SPIE, 2007. http://dx.doi.org/10.1117/12.738395.
Texto completoDavies, Peter, Nicolas Lacotte, Mael Arhant, Damien Durville, Abderrahim Belkhabbaz, Michel François, Fabien Khouri et al. "Improved Bend Over Sheave Durability of HMPE Ropes for Deep Sea Handling". En ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77530.
Texto completoFoon, Leong Yee, Rokiah Binti Othman, Ramadhansyah Putra Jaya, Mohd Arif Sulaiman y Youventharan Duraisamy. "Durability of Basalt Rebars under Alkaline Environment". En World Sustainable Construction Conference Series 2022. Switzerland: Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-hr94qc.
Texto completo"Mechanical Characteristics of High Performance Fibre Reinforced Concretes at Elevated Temperatures". En SP-212: Sixth CANMET/ACI: Durability of Concrete. American Concrete Institute, 2003. http://dx.doi.org/10.14359/12733.
Texto completoNouri, Mustapha y Mahfoud Tahlaiti. "A Dual-Scale Numerical Model for the Diffusive Behaviour Prediction of Biocomposites Based on Randomly Oriented Fibres". En 4th International Conference on Bio-Based Building Materials. Switzerland: Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/www.scientific.net/cta.1.584.
Texto completo"Fatigue Performance of Fibre-Reinforced CementComposite Concrete Beams". En "SP-126: Durability of Concrete: Second International Conference, Montreal, Canada 1991". American Concrete Institute, 1991. http://dx.doi.org/10.14359/2915.
Texto completoNemegeer, D. "Brite Euram program on steel fibre concrete subtask: durability : corrosion resistance of cracked fibre reinforced concrete." En International RILEM Workshop on Test and Design Methods for Steelfibre Reinforced Concrete. RILEM Publications SARL, 2003. http://dx.doi.org/10.1617/2351580168.004.
Texto completoRizk, A. y C. Davis. "Reliability and durability studies for fabricating, packaging and bonding Fibre Bragg gratings". En 35th Australian Conference on Optical Fibre Technology (ACOFT 2010). IEEE, 2010. http://dx.doi.org/10.1109/acoft.2010.5929941.
Texto completoPerumal, P., T. Paul, T. Luukkonen, J. Röning, P. Kinnunen y M. Illikainen. "Performance of Fibre-Reinforced Slag-Based Alkali Activated Mortar in Acidic Environment". En XV International Conference on Durability of Building Materials and Components. CIMNE, 2020. http://dx.doi.org/10.23967/dbmc.2020.109.
Texto completoInformes sobre el tema "Fibre durability"
Tseng, Tzu-Chun y Amit H. Varma. Synthesis Study: Repair and Durability of Fire-Damaged Prestressed Concrete Bridge Girders. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317378.
Texto completoCorum, J. M. Durability-Based Design Properties of Reference Crossply Carbon-Fiber Composite. Office of Scientific and Technical Information (OSTI), abril de 2001. http://dx.doi.org/10.2172/779794.
Texto completoBattiste, R. L., J. M. Corum, W. Ren y M. B. Ruggles. Durability-Based Design Criteria for a Chopped-Glass-Fiber Automotive Structural Composite. Office of Scientific and Technical Information (OSTI), noviembre de 1999. http://dx.doi.org/10.2172/14879.
Texto completoCorum, J. M. Durability-Based Design Criteria for a Quasi-Isotropic Carbon-Fiber Automotive Composite. Office of Scientific and Technical Information (OSTI), abril de 2002. http://dx.doi.org/10.2172/814041.
Texto completoNaus, Dan J., James Corum, Lynn B. Klett, Mike Davenport, Rick Battiste y Jr ,. William A. Simpson. Durability-Based Design Criteria for a Quasi-Isotropic Carbon-Fiber-Reinforced Thermoplastic Automotive Composite. Office of Scientific and Technical Information (OSTI), abril de 2006. http://dx.doi.org/10.2172/930728.
Texto completoRen, W. Time-Dependent Deformation Modelling for a Chopped-Glass Fiber Composite for Automotive Durability Design Criteria. Office of Scientific and Technical Information (OSTI), agosto de 2001. http://dx.doi.org/10.2172/788361.
Texto completoCarringer, N. M. y S. Groves. Strength and Durability of Continuous Fiber Polymer Composites Final Report CRADA No. TC-0170-91. Office of Scientific and Technical Information (OSTI), febrero de 2018. http://dx.doi.org/10.2172/1424658.
Texto completoBattiste, R. L., J. M. Corum, W. Ren y M. B. Ruggles. Recommended Minimum Test Requirements and Test Methods for Assessing Durability of Random-Glass-Fiber Composites. Office of Scientific and Technical Information (OSTI), junio de 1999. http://dx.doi.org/10.2172/9282.
Texto completoLee, Andre. Durability Characterization of POSS-Based Polyimides and Carbon-Fiber Composites for Air Force-Related Applications. Fort Belvoir, VA: Defense Technical Information Center, diciembre de 2007. http://dx.doi.org/10.21236/ada481814.
Texto completoWeiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski y Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), mayo de 2021. http://dx.doi.org/10.21079/11681/40683.
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