Relevant bibliographies by topics / Linear fiber-reinforced

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Linear fiber-reinforced'

Author: Grafiati
Published: 7 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "Linear fiber-reinforced"

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Zhao, Jun, Li Jun Wang, and Dan Ying Gao. "Non-Linear FEM Analysis of Steel Fiber Reinforced Concrete Shearwall." Advanced Materials Research 163-167 (December 2010): 1551–54. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1551.

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The numerical simulation by nonfinear finite element method(FEM) was adopted to analyze the behavior and the influences of the fraction of steel fiber by volume fraction and the strength of steel fiber reinforced concrete on the bearing capacity and the ductility of reinforced concrete shearwalls. The results show that with the increase of the fraction of steel fiber by volume fraction, the bearing capacity and ductility coefficient of steel fiber reinforced concrete shearwalls increase gradually. With the increase of the strength of steel fiber reinforced concrete, the bearing capacity and du
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Mailyan, Levon, Petr Shilov, and Aleksandr Shilov. "MECHANICAL TECHNOLOGY FOR CREATING DIRECTIONAL ORIENTATION OF FIBER IN LINEAR FIBROCONCRETE AND FIBERREINFORCED CONCRETE ELEMENTS." Construction and Architecture 10, no. 2 (2022): 1–5. http://dx.doi.org/10.29039/2308-0191-2022-10-2-1-5.

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Current trends in modern construction dictate the need to establish the possibility of developing a mechanical technology for the uniform distribution of fiber fibers in the body of linear fiber-reinforced concrete and fiber-reinforced concrete elements, which would ensure more efficient inclusion of the largest amount of fiber into the element due to its orientation along the tensile stresses acting in the structure. Current trends in modern construction dictate the need to establish the possibility of developing a mechanical technology for the uniform distribution of fiber fibers in the body
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Su, Hao Yang, Jin Yu Xu, Min Li, and Ying Li. "Energy-Absorption Property of Ceramic Fiber Reinforced Concrete." Advanced Materials Research 168-170 (December 2010): 1970–75. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1970.

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Full-automatic concrete pressure machine and 100-mm-diameter split Hopkinson pressure bar (SHPB) apparatus were used to investigate quasi-static and dynamic energy absorption property of ceramic fiber reinforced concrete (CRFRC) subjected to various high strain rates, which is compared to carbon fiber reinforced concrete at the same volume fraction of 0.1%, 0.2% and 0.3%. And the absorbing mechanism of CRFRC is analyzed. The results show that the quasi-static energy-absorption property of CRFRC increases with the volume of ceramic fiber and the relation presents linear approximations; the spec
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Xia, Yuanyuan, and Guijun Xian. "Hybrid basalt/flax fibers reinforced polymer composites and their use in confinement of concrete cylinders." Advances in Structural Engineering 23, no. 5 (2019): 941–53. http://dx.doi.org/10.1177/1369433219886084.

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Flax fiber–reinforced polymer composites were determined to be effective in confinement of concrete cylinders. Flax fibers exhibit strong intrinsic hydrophilic properties and relatively inferior mechanical properties; therefore, combining them with mineral-based natural fiber (i.e. basalt fibers) was proposed. In the present study, unidirectional flax–basalt hybrid fiber reinforced polymer plates and tubes were prepared using a filament-winding process. The mechanical properties of the fiber-reinforced polymer plates and compressive properties of the concrete-filled fiber-reinforced polymer tu
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Plevkov, Vasiliy, Vyacheslav Belov, Igor Baldin, Andrey Nevskiy, Anatoliy Veselov, and Evgeniy Serov. "Diagram of Non-Linear Straining of Carbon-Fiber Reinforced Concrete at Static Effect." Materials Science Forum 871 (September 2016): 173–81. http://dx.doi.org/10.4028/www.scientific.net/msf.871.173.

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The article reflects the results of experimental studies of carbon-fiber reinforced concrete under compression and tension. Qualitative change of concrete strength and stress-strain properties at its dispersed reinforcement with carbon fibers is fixed. As a result of the statistic processing of experimental data, analytical dependencies for determination of carbon-fiber reinforced concrete main strength and stress-strain characteristics under compression and tension are suggested. Calculation diagram of non-linear straining of carbon-fiber reinforced concrete at static effect is presented.
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Fouad, Nariman, and Mohamed A. Saifeldeen. "Smart self-sensing fiber-reinforced polymer sheet with woven carbon fiber line sensor for structural health monitoring." Advances in Structural Engineering 24, no. 1 (2020): 17–24. http://dx.doi.org/10.1177/1369433220944507.

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With the development of technology to upgrade existing concrete structures using externally bonded fiber-reinforced polymer composites, the properties that are inherent in fiber-reinforced polymer sheets, such as low bonding ductility between fiber-reinforced polymer and concrete, have been highlighted as presenting a challenge. This article presents a novel, smart, self-sensing fiber-reinforced polymer sheet, by hybridizing the fiber-reinforced polymer sheet with woven long-gauge carbon fiber line sensors, in order to monitor the macrostrain changes of the fiber-reinforced polymer sheet. To e
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Chen, Yang, Zhenqiang Zhao, Dongfeng Li, Zaoyang Guo, and Leiting Dong. "Constitutive modeling for linear viscoelastic fiber-reinforced composites." Composite Structures 263 (May 2021): 113679. http://dx.doi.org/10.1016/j.compstruct.2021.113679.

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Ren, Xiu Hua, Ze Ning Wang, Tao Wang, and Jian Hua Zhang. "Interface Bonding Property of Fiber-Reinforced Resin Mineral Composite." Applied Mechanics and Materials 253-255 (December 2012): 499–502. http://dx.doi.org/10.4028/www.scientific.net/amm.253-255.499.

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Resin mineral composite (RMC) reinforced by fibers belongs to a multiphase material, whose mechanical strength depends on its material properties of components and microstructure characteristics of fibers including surface state, shape, and so on. The interface mechanism between fiber and matrix was analyzed. Finite element simulation was employed to discuss the reinforced effect of fiber on resin matrix, and the influence of fiber shape, surface state on interface bonding property respectively. Research results showed that linear fibers with surface dents or fibers shaped like S, U, V, N, W E
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Wu, Xi-Zhi, Wei-Kang Yang, and Xian-Jun Li. "Study on stripping mechanism of steel plate strengthened with carbon fiber reinforced polymer by cohesive zone model." Advances in Structural Engineering 23, no. 12 (2020): 2503–13. http://dx.doi.org/10.1177/1369433220912348.

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When carbon fiber reinforced polymer is applied to reinforce a steel plate, the end of it tends to debond which could cause a failure. In this article, the finite element model of carbon fiber reinforced polymer–reinforced steel plate was established based on the cohesive zone model and validated by the linear elasticity model and experiments at bonding stage and stripping stage, through which the stripping mechanism of the adhesive layer was studied. It had been proved by the test results of carbon fiber reinforced polymer–reinforced steel plate that the shear stress was the main factor of st
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Karimzadeh Naghshineh, Ali, Ugurhan Akyuz, and Alp Caner. "Lateral Response Comparison of Unbonded Elastomeric Bearings Reinforced with Carbon Fiber Mesh and Steel." Shock and Vibration 2015 (2015): 1–10. http://dx.doi.org/10.1155/2015/208045.

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The vertical and horizontal stiffness used in design of bearings have been established in the last few decades. At the meantime, applicability of the theoretical approach developed to estimate vertical stiffness of the fiber-reinforced bearings has been verified in different academic studies. The suitability of conventional horizontal stiffness equation developed for elastomeric material, mainly for steel-reinforced elastomeric bearings, has not been tested in detail for use of fiber-reinforced elastomeric bearings. In this research, lateral response of fiber mesh-reinforced elastomeric bearin
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Dissertations / Theses on the topic "Linear fiber-reinforced"

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Hegg, Meredith Michelle. "Exact Relations and Links for Fiber-Reinforced Elastic Composites." Diss., Temple University Libraries, 2012. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/164322.

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Mathematics<br>Ph.D.<br>Predicting the effective elastic properties of a composite material based on the elastic properties of the constituent materials is extremely difficult, even when the microstructure is known. However, there are cases where certain properties in constituents always carry over to a composite, regardless of the microstructure of the composite. We call such instances exact relations. The general theory of exact relations allows us to find all of these instances in a wide variety of contexts including elasticity, conductivity, and piezoelectricity. We combine this theory wit
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Pereira, David de Paulo. "Análise não linear geométrica de sólidos elásticos tridimensionais reforçados com fibras através do método dos elementos finitos." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-02022016-083316/.

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O presente trabalho tem por finalidade estudar e implementar um modelo numérico de análises cinemáticas de sólidos tridimensionais via método dos elementos finitos posicionais, com consideração de fibras longas ou curtas inseridas de maneira aleatória ou não no domínio da análise. O modelo numérico considera material isotrópico para a matriz e não linearidade geométrica. O domínio do sólido é discretizado por meio de elementos finitos tetraédricos de ordem qualquer, cujos parâmetros nodais são suas posições. A medida de deformação utilizada é a de Green, associada à lei constitutiva de Saint-V
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Tan, Mustafa Tumer. "Seismic Strengthening Of A Mid-rise Reinforced Concrete Frame Using Cfrps: An Application From Real Life." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610562/index.pdf.

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SEISMIC STRENGTHENING OF A MID-RISE REINFORCED CONCRETE FRAME USING CFRPs: AN APPLICATION FROM REAL LIFE Tan, Mustafa T&uuml<br>mer M.S., Department Of Civil Engineering Supervisor: Prof. Dr. G&uuml<br>ney &Ouml<br>zcebe Co-Supervisor: Assoc. Prof. Dr. BariS Binici May 2009, 162 pages FRP retrofitting allows the utilization of brick infill walls as lateral load resisting elements. This practical retrofit scheme is a strong alternative to strengthen low to mid-rise deficient reinforced concrete (RC) structures in Turkey. The advantages of the FRP applications, to name a few, are the spe
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Gama, Paulo Vitor Calmon Nogueira da. "Contribuições ao dimensionamento de torres eólicas de concreto." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-19072016-085023/.

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O trabalho dedica-se ao estudo das torres eólicas protendidas de concreto, com a finalidade de promover a discussão sobre os critérios de dimensionamento, tema de grande relevância na atualidade. Para tal, foi considerada uma torre eólica de 100 m de altura provida de turbina de 5 MW, cujas ações foram obtidas da literatura. O carregamento de vento ao longo da torre foi tratado como estático equivalente de acordo com disposições normativas, através de uma forma simplificada para a adoção de uma velocidade de projeto equivalente à incidente no rotor. Com base na literatura, apenas as condições
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Brieu, Mathias. "Homogénéisation et endommagement de composites elastomères par techniques de calcul parallèle." Cachan, Ecole normale supérieure, 1999. http://www.theses.fr/1999DENS0005.

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Le dimensionnement et la simulation numérique de la réponse de matériaux composites hyper élastiques, endommageables, sont rendus extrêmement difficiles du fait du nombre important d'hétérogénéités présentes au sein de la structure, du comportement fortement non linéaire des constituants et, dans le cas de structures endommageables, de la nature instationnaire des problèmes à traiter. Afin de s'affranchir de ces difficultés, on propose d'utiliser conjointement, une technique d'homogénéisation adaptée a la prose en compte de comportements hyper élastiques, une méthode de résolution non incrémen
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Chen, Bih-June, and 陳碧君. "Impact properties of carbon fiber reinforced linear and short- chain branched polyethylenes." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/12162158117392960258.

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Zhang, Cheng. "Finite element analysis of glass fiber reinforced polymer bridge decks." 2010. http://hdl.handle.net/1993/3933.

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Deterioration of concrete bridge decks has become a serious problem in the past few decades. Fortunately, non-corrosive, light-weight Fiber Reinforced Polymer (FRP) material provides an excellent alternative. More than 117 bridges in the USA have been built or repaired with FRP. In Canada, no FRP bridge deck has been used in the field, yet. However, Wardrop Engineering Inc., Faroex Ltd., and ISIS Canada have successfully designed, manufactured, and patented the filament-wound Glass Fiber Reinforced Polymer (GFRP) bridge deck. Since there is no design code for FRP bridge decks, a finite eleme
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Lucking, William Michael. "Analysis of edge problems in statically-loaded fiber-reinforced laminated plates by linear elastic theory." Thesis, 1989. http://spectrum.library.concordia.ca/2509/1/NL49122.pdf.

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"Development of Design Procedures for Fiber Reinforced Concrete (FRC) & Ultra-High-Performance Concrete (UHPC) Based on Experimental Evaluations." Master's thesis, 2018. http://hdl.handle.net/2286/R.I.51767.

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abstract: A comprehensive study was performed on non-proprietary ultra-high-performance concrete (UHPC) material and several design methods were suggested based on numerous experimental results. Several sets of compression tests, direct tensile tests, and flexural tests were performed on UHPC to provide a better understanding of the mechanisms involved in the mechanical behavior of the fiber reinforced material. In addition to compressive tests, flexural tests, based on ASTM C1609 and EN 14651, were performed. The effect of the strain rate on the UHPC material was also investigated through the
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Valério, David Nuno Soares. "Modelos de fibras para análise de peças lineares de betão." Master's thesis, 2016. http://hdl.handle.net/10316/82860.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>A presente dissertação teve por objetivo desenvolver uma ferramenta numérica, a que se chamou FiNAl (Fiber Nonlinear Analysis), para análise de estruturas reticuladas constituídas por peças lineares de betão sujeitas a flexão composta reta. A secção pode ter uma forma arbitrária, sendo discretizada em fibras de secção quadrada, a partir de curvas poligonais que definem o seu contorno e o de eventuais partes ocas no seu interior. A extensão é admitida constante na fibra. A lei constitutiva
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Books on the topic "Linear fiber-reinforced"

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Mechanical characterization and modeling of non-linear deformation and fracture of a fiber reinforced metal matrix composite. National Aeronautics and Space Administration, Lewis Research Center, 1991.

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National Aeronautics and Space Administration (NASA) Staff. Mechanical Characterization and Modeling of Non-Linear Deformation and Fracture of a Fiber Reinforced Metal Matrix Composite. Independently Published, 2018.

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Pavlovskis, Pēteris. Analysis of Two Actual Problems of Interlaminar Fracture Assessment of Layered Composite. RTU Press, 2022. http://dx.doi.org/10.7250/9789934228148.

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Two types of specimens were studied based on applying the nonlinear theory of flexible plates to obtain the interlaminar fracture toughness of layered composites. For a specimen of the thin sub-layer type, a theoretical solution was obtained in relation to the determination of the interlaminar fracture toughness for a mixed II/I mode. The fundamental possibility of using this solution in test practice was confirmed. The application of the nonlinear theory of flexible plates to the well-known standard specimen of the double-cantilever beam (DCB) was studied in more detail. A theoretical solutio
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National Aeronautics and Space Administration and NASA. Composite Drill Stem of Epoxy Fiber Glass Reinforced with Boron Filaments and a Retrievable Core Liner/Sample Return Container for the Apollo Lunar Surface Drill: August 1 1970. Independently Published, 2022.

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Book chapters on the topic "Linear fiber-reinforced"

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Filek, Severin, Harald Gründl, Viktoria Lea Heinrich, Marco Kellhammer, and Tamara König. "Product Re-Design Guidelines." In Systemic Circular Economy Solutions for Fiber Reinforced Composites. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-22352-5_13.

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Abstract‘Product re-design guidelines’ outline the rethinking of consumer and capital goods design in a context of a transition from a current linear economy towards a circular-oriented economy. These guidelines deliver generalized quality standards addressing various target groups who are to be engaged in order to achieve sustainable results. The definition of crucial counterparts of a system or beneficiaries, respectively, changes the guidelines’ discuss factors that are fundamental for the integration of sustainability aspects into existing and/or novel business models. With regard to the c
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Behnam, Sarah, Giacomo Bonaiti, Severin Filek, and Tamara König. "Co-Design of Creative Products Embedding Recycled Fibers." In Systemic Circular Economy Solutions for Fiber Reinforced Composites. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-22352-5_11.

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AbstractThe involvement of designers in the sustainable transition from linear to circular economy is crucial since they significantly contribute to the realization of products and services. In the FiberEUse project, a multiple-step approach to co-design was employed, starting with the definition of a first and second design brief in order to clarify the task objectives for designers. This was followed by the description of the co-design process, which aims to engage designers to contribute innovative design concepts for recycled composites. By publishing design concepts in the feedback collec
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Bardelli, T., D. Magni, and C. Marano. "Large deformation non-linear response of fiber-reinforced elastomers: Glass fibers-polydimethylsiloxane laminates." In Constitutive Models for Rubber XII. CRC Press, 2022. http://dx.doi.org/10.1201/9781003310266-83.

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Urbański, Marek, Elżbieta Szmigiera, Grzegorz Adamczewski, Piotr P. Woyciechowski, and Kostiantyn Protchenko. "Bond Characteristics of BFRP and GFRP Bars in Concrete with Additives—Results from a Beam Test Study." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_41.

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AbstractThis article presents a comparative analysis of the bond behavior of steel bars in concrete and bars made of basalt fiber-reinforced polymer (BFRP) and glass fiber-reinforced polymer (GFRP) in modified concrete. While steel bars have been the conventional choice for reinforcement in concrete structures, their bonding properties are well established. In contrast, FRP bars possess distinct mechanical and physical properties, which can lead to different bonding behavior in concrete. The study investigated the effects of concrete properties and bar characteristics on the bond behavior of G
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Schuecker, Clara, and Heinz E. Pettermann. "Combining Elastic Brittle Damage with Plasticity to Model the Non-linear behavior of Fiber Reinforced Laminates." In Computational Methods in Applied Sciences. Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-8584-0_5.

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Chore, Hemant S., Swati Yede, Bhupati Kannur, and Rakesh Kumar. "Multiple Linear Regression Analysis for Predicting Unconfined Compressive Strength of Fiber Reinforced Fly Ash Stabilized Lateritic Soil." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4739-1_29.

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Kushwaha, Manisha, Kusum Saini, and Vasant Matsagar. "Strengthening Brick Masonry Structures with Natural Fiber Elements for Enhancing Earthquake Resistance." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_33.

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AbstractBurned clay brick masonry is a commonly used building unit for structures. Improving the earthquake resistance of such structures is vital due to the increase in the occurrence of seismic events globally, affecting larger populations and aging/deterioration of the masonry. Generally, conventional synthetic material-based strengthening techniques are widely used for structures, which is carbon-intensive and not climate-friendly. Therefore, to strengthen brick masonry structures seismically, various techniques for enhancing earthquake resistance using locally available natural fibers are
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Irmawan, Mudji, and Bambang Piscesa. "Performance of a Steel Fiber Reinforced Concrete Deep Beam with an Opening: A Non-linear Finite Element Analysis." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5477-9_29.

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Pati, Santwana, Akshay Deshmane, Maximillian Korff, and Tobias Dickhut. "Overview of the Challenges in High-Pressure Type V Hydrogen Tanks for Automotive Applications." In ARENA2036. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-88831-1_31.

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Abstract Hydrogen emerges as a pivotal element in achieving fossil-free transportation, offering a sustainable alternative to conventional fossil fuels and significantly reducing environmental impacts. This report outlines the development of a cutting-edge Type V high-pressure vessel employing carbon fiber composite material, aimed at tackling the challenges associated with liner less hydrogen pressure vessel. Current research focuses on addressing two major challenges, namely manufacturing complexity and leak tightness of the tank. Manufacturing complexity of the tank is thoroughly addressed,
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Lou, Tiejiong, Yanan Wu, and Sergio M. R. Lopes. "Linear transformation and secondary moments." In Prestressed Members with External Fiber-Reinforced Polymer (FRP) Tendons. Elsevier, 2025. https://doi.org/10.1016/b978-0-443-23877-2.00006-7.

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Conference papers on the topic "Linear fiber-reinforced"

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Owen, Dwayne, Brian Modrzejewski, and Scott Gardner. "Improving Wear and Fretting Characteristics with Fiber Reinforced Aluminum Liners." In Vertical Flight Society 70th Annual Forum & Technology Display. The Vertical Flight Society, 2014. http://dx.doi.org/10.4050/f-0070-2014-9630.

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A study has recently been performed to investigate improvements between the interfaces of the transmission case and rolling element bearings that provides for extended wear life. This study included demonstration testing of the improvements shown in wear and fretting characteristics at the bearing/case interface by using a Fiber Reinforced Aluminum (FRA) liner. This liner material is an engineered metal matrix composite that exhibits the best mechanical properties of each of the constituent materials, and provides enhanced capabilities in terms of structural, thermal, and chemical performance.
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DeVilbiss, Jerome L. "Two Pulp Bleach Plant Seal Tanks after 30 Years of Continuous Service in Chlorine Dioxide." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04618.

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Abstract Two fiber reinforced plastic (FRP) tanks were inspected after more than thirty years of continuous service exposed to hot chlorine dioxide filtrate in a pulp bleach plant. The corrosion liners were replaced, as were a few broken internals. Considering their thirty year age, the vessels were in excellent condition.
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Zhang, Hanqing, Benjamin Liaw, and Feridun Delale. "Axisymmetric Microfracture Analysis of Fiber-Reinforced Brittle Composites." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0701.

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Abstract In many ceramic matrix composites subjected to tensile loading the damage usually starts with matrix cracking followed by multiple matrix cracking, interfacial debonding, fiber breaking and fiber pull-out. Some of these events may occur simultaneously and the specimen may separate into two or more pieces. Indeed our tensile testing of Nicalon/CAS II composites in SEM confirms this general damage pattern, which resulted in a nonlinear stress-strain curve. The analytical challenge is to construct a damage model which can predict or at least simulate the observed behavior. The linear par
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P. S, Binsha, and Vinu M. "Experimental Analysis of Concrete Beams Reinforced With Basalt Fiber Reinforced Polymer Composite Rebars by ANSYS." In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/gkwm6644/ngcesi23p7.

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The use of Basalt Fiber Reinforced Polymer Rebar (BFRP) in place of steel rods in concrete structures plays a significant role due to non-corrosive nature. These materials have higher strength than steel but exhibit linear stress-strain response up to failure. Furthermore, the modulus of elasticity of Basalt Fiber Reinforced Polymer is significantly lower than that of steel. The present study focuses on gaining an insight into behavior of the concrete beams reinforced with Basalt Fiber Reinforced Polymer bars subjected to two point loading system by varying the grade of the concrete and diamet
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Kočí, V., and R. Černý. "Improvement of mechanical properties of fiber reinforced mortar using a linear optimization method." In PROCEEDINGS OF THE 6TH INTERNATIONAL ADVANCES IN APPLIED PHYSICS AND MATERIALS SCIENCE CONGRESS & EXHIBITION: (APMAS 2016). Author(s), 2017. http://dx.doi.org/10.1063/1.4975443.

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Middendorf, P., and F. Urban. "Macroscopic Modeling of the Linear Viscoelastic Vibration Behavior of Short Fiber Reinforced Plastics." In SAMPE 2020 | Virtual Series. NA SAMPE, 2020. http://dx.doi.org/10.33599/382/s.20.0015.

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Middendorf, P., and F. Urban. "Macroscopic Modeling of the Linear Viscoelastic Vibration Behavior of Short Fiber Reinforced Plastics." In SAMPE 2020 | Virtual Series. NA SAMPE, 2020. http://dx.doi.org/10.33599/s.20.0015.

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Middendorf, P., and F. Urban. "Macroscopic Modeling of the Linear Viscoelastic Vibration Behavior of Short Fiber Reinforced Plastics." In SAMPE 2020 | Virtual Series. NA SAMPE, 2020. http://dx.doi.org/10.33599/nasampe/s.20.0015.

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Johannesmann, Sarah, Manuel Webersen, Julia Düchting, Leander Claes, and Bernd Henning. "Characterization of the linear-acoustic material behavior of fiber-reinforced composites using lamb waves." In 45TH ANNUAL REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION, VOLUME 38. Author(s), 2019. http://dx.doi.org/10.1063/1.5099742.

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Padhee, Srikant Sekhar, and Dineshkumar Harursampath. "Asymptotically correct micro-mechanical model for non-linear behavior of piezo-fiber reinforced composites." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring. SPIE, 2009. http://dx.doi.org/10.1117/12.817711.

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Reports on the topic "Linear fiber-reinforced"

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Bruce. L52273 Internal Repair of Pipelines. Pipeline Research Council International, Inc. (PRCI), 2005. http://dx.doi.org/10.55274/r0010287.

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External, corrosion-caused loss of wall thickness is the most common cause of repair for gas transmission pipelines. To prevent an area of corrosion damage from causing a pipeline to rupture, the area containing the corrosion damage must be reinforced. Since corrosion is a time dependent process, as pipelines become older, more repairs are required. Repair methods that can be applied from the inside of a gas transmission pipeline (i.e., trenchless methods) are an attractive alternative to conventional repair methods since pipeline excavation is precluded. This is particularly true for pipeline
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2

Mokarizadehhaghighishirazi, Majid, Bart Buffel, Stepan V. Lomov, and Frederik Desplentere. Impact of Glass Fiber Content and Packing Pressure on Weld Line Integrity in Injection Molded Short Glass Fibre Reinforced Polyamide. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.gs.im.2.

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Managing the challenge of weld lines of short-fiber reinforced polymers (SFRPs) in injection molding is crucial for enhancing the mechanical performance of these composites. This study evaluates the impact of various glass fiber contents (0 to 50 wt%) within a polyamide 6 (PA6) matrix on the tensile and flexural properties at weld lines, comparing each sample to its counterpart without a weld line. Our findings indicate that weld lines have minimal impact on the mechanical properties of composites with low fiber content (10 wt%). However, at higher fiber contents, the strength, modulus, and st
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Ko, Yu-Fu, and Jessica Gonzalez. Effects of Low-Cycle Fatigue Fracture of Longitudinal Reinforcing Steel Bars on the Seismic Performance of Reinforced Concrete Bridge Piers. Mineta Transportation Institute, 2024. http://dx.doi.org/10.31979/mti.2024.2328.

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Earthquakes, which can cause tremendous local stress and strain on infrastructure, can cause reinforced concrete (RC) bridges to collapse due to the concrete cracking and fracture of the steel reinforcement rebars. The fracture of longitudinal reinforcing steel due to low-cycle fatigue is one of the main causes of failure in RC structures under earthquake loading. The purpose of this research is to include the effects of low-cycle fatigue fracture of longitudinal reinforcing steel bars on the seismic performance of reinforced concrete bridge piers. To obtain a greater understanding of low-cycl
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Gordon, Robin, Bill Bruce, Ian Harris, et al. DE2004833409 Internal Repair of Pipelines. Pipeline Research Council International, Inc. (PRCI), 2004. http://dx.doi.org/10.55274/r0012118.

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The two broad categories of fiber-reinforced composite liner repair and deposited weld metal repair technologies were reviewed and evaluated for potential application for internal repair of gas transmission pipelines. Both are used to some extent for other applications and could be further developed for internal, local, structural repair of gas transmission pipelines.
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