Academic literature on the topic 'Hybrid cement'

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Journal articles on the topic "Hybrid cement"

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du Toit, Grizelda, Elizabet M. van der Merwe, Richard A. Kruger, James M. McDonald, and Elsabé P. Kearsley. "Characterisation of the Hydration Products of a Chemically and Mechanically Activated High Coal Fly Ash Hybrid Cement." Minerals 12, no. 2 (2022): 157. http://dx.doi.org/10.3390/min12020157.

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Cement companies are significant contributors of the planet’s anthropogenic CO2 emissions. With increased awareness of the substantial volume of CO2 emissions from cement production, a variety of mitigation strategies are being considered and pursued globally. Hybrid cements are deemed to be technologically viable materials for contemporary construction. They require less clinker than that for ordinary Portland cement, leading to a decrease in CO2 emissions per tonne of hybrid cement manufactured. The hybrids produced in this study consist of 70% siliceous coal fly ash and 30% Portland cement,
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Barboza-Chavez, Adriagni C., Lauren Y. Gómez-Zamorano, and Jorge L. Acevedo-Dávila. "Synthesis and Characterization of a Hybrid Cement Based on Fly Ash, Metakaolin and Portland Cement Clinker." Materials 13, no. 5 (2020): 1084. http://dx.doi.org/10.3390/ma13051084.

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Hybrid cement has become one of the most viable options in the reduction of CO2 emissions to the environment that are generated by the cement industry. This could be explained by the reduction of the content of clinker in the final mixture and substitution of the remaining percentage with supplementary cementitious materials with the help of an alkaline activation. Following that, properties that are provided by an Ordinary Portland Cement and of a geopolymer are mixed in this type of hybrid material and could be achieved at room temperature. Thereafter, the main objective of this research was
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Shagñay, Segundo, Leticia Ramón, María Fernández-Álvarez, Asunción Bautista, Francisco Velasco, and Manuel Torres-Carrasco. "Eco-Efficient Hybrid Cements: Pozzolanic, Mechanical and Abrasion Properties." Applied Sciences 10, no. 24 (2020): 8986. http://dx.doi.org/10.3390/app10248986.

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One of the most polluting industries is the cement industry and, for this reason, alternative lines of research recommend the use of substitute materials for traditional Portland cement. This study proposes the use of industrial (slag and fly ash) and ceramic wastes for the total or partial replacement of Portland cement in the manufacturing of both alkaline-activated and hybrid cements. To carry out this study and evaluate the behavior of the proposed materials, different mortars were manufactured: Portland cement (CEM I), two alkaline-activated slag systems and six hybrid systems, with an 80
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Frías, Moisés, Manuel Monasterio, and Jaime Moreno-Juez. "Physical and Mechanical Behavior of New Ternary and Hybrid Eco-Cements Made from Construction and Demolition Waste." Materials 16, no. 8 (2023): 3093. http://dx.doi.org/10.3390/ma16083093.

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Construction and demolition waste (CDW) currently constitutes a waste stream with growing potential use as a secondary raw material in the manufacture of eco-cements that offer smaller carbon footprints and less clinker content than conventional cements. This study analyzes the physical and mechanical properties of two different cement types, ordinary Portland cement (OPC) and calcium sulfoaluminate (CSA) cement, and the synergy between them. These cements are manufactured with different types of CDW (fine fractions of concrete, glass and gypsum) and are intended for new technological applicat
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Iskandarova, Mastura, Gulruh Begjanova, Dilshod Mukhitdinov, Zukhra Yakubzhanova, and Burxon Botirov. "Technological foundations for solving problem of metallurgy and TPP waste utilization for development of "Green" technology for composite cements production." E3S Web of Conferences 365 (2023): 01001. http://dx.doi.org/10.1051/e3sconf/202336501001.

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The chemical-mineralogical compositions and physic-chemical properties of slag waste from the Angren TPP and Uzmetkombinat JSC were determined. A Conclusion was issued on their suitability for use as additives in cement and the possibility of using them for producing new types of hybrid additives for the production of composite Portland cements. With different combinations and ratios of Portland cement clinker, natural gypsum stone, and hybrid additives, the compositions of composite Portland cements were obtained and optimized, and Conclusions were issued on their compliance with the requirem
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Bílek, Vlastimil, Filip Khestl, and Pavel Mec. "Hybrid Cements with Non Silicate Activators." Solid State Phenomena 259 (May 2017): 30–34. http://dx.doi.org/10.4028/www.scientific.net/ssp.259.30.

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Hybrid cements represent a relatively new type of binders which combines some of the advantages of Ordinary Portland Cement and an application of mineral admixtures and alkali activation. Hybrid cements form then blends containing a low portion of OPC and a high proportion of mineral additions (such as blast furnace flag, fly ash, metakaoline, ...). This paper discusses the properties of mortars based on carbonate based activators. Mixtures composed from Ordinary Portland Cement, ground granulated blast furnace slag, fly ash and mechanically pre-activated fly ash were optimised with the target
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Martín-Rodríguez, Pablo, Ana Fernández-Jiménez, María del Mar Alonso, Angel Palomo, and Inés García-Lodeiro. "Valorisation of “La Palma” Volcanic Ash for Making Portland-Blended, Alkaline and Hybrid Portland–Alkaline Cements." Materials 17, no. 1 (2024): 242. http://dx.doi.org/10.3390/ma17010242.

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The present work evaluates the feasibility of using volcanic fly ash (VFA) generated by the eruption of the Tajogaite volcano on the island of La Palma (Spain) in 2021, as a precursor in the preparation of cementitious materials with different Portland cement (PC) replacement levels (0%, 30%, 70% and 100%), in the absence (Blended Cement, BC) and presence of an alkaline activator (Hybrid Alkaline Cement, HAC, and Alkaline Cements, AC). Hydration kinetics (isothermal conduction calorimetry), paste mechanical strengths and reaction products were characterised by XRD, FTIR, TG/DTG and BSEM/EDX. T
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Šmilauer, Vít, Lenka Dohnalová, and Pavel Martauz. "Shrinkage and Creep Properties of Low-Carbon Hybrid Cement." Materials 17, no. 17 (2024): 4417. http://dx.doi.org/10.3390/ma17174417.

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Hybrid cements combine clinker with large amount of supplementary cementitious materials while utilizing hydration and alkali activation processes. This paper summarizes shrinkage and creep properties of industrially produced H-cement, containing only 20% of Portland clinker. In comparison with a reference cement CEM II/B-S 32.5 R, autogenous shrinkage is smaller after 7 days, and drying shrinkage is similar at similar times. A different capillary system of H-cement leads to faster water mass loss during drying. Basic and total creep of concrete remains in the standard deviation of B4 and EC2
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Bílek, Vlastimil, Jan Hurta, Petra Done, Libor Zidek, and Tomas Zajdlik. "Hybrid Alkali Activated Concretes - Conception and Development for Practical Application." Solid State Phenomena 249 (April 2016): 3–7. http://dx.doi.org/10.4028/www.scientific.net/ssp.249.3.

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Hybrid cements represent a relatively new type of binders which combine some of the advantages of Ordinary Portland Cement (OPC), the application of mineral admixtures and alkali activation. Hybrid cements represent blends containing a low portion of OPC and a high proportion of mineral additions (such as blast furnace slag, fly ash, metakaolin ....). The paper is focused on the study of properties of mortars prepared from hybrid cements. Mortars with hybrid cements were prepared for an evaluation of the effects of the dosage and the composition of alkali activator, the dosage of OPC and the r
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Nori, J., S. Kakay, and M. Belayneh. "Effect of SiO2 and SiO2/TiO2 hybrid nanoparticles on cementitious materials." IOP Conference Series: Materials Science and Engineering 1201, no. 1 (2021): 012054. http://dx.doi.org/10.1088/1757-899x/1201/1/012054.

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Abstract In this paper, we report the effect of SiO2 nanoparticle solution on the properties of the neat industry and environmental cements. Moreover, the hybrid SiO2/TiO2 nanoparticles solution impact on the Portland G-class cement. Both destructive and non-destructive tests were used to characterize the properties of the slurries and the cement plugs. Results indicate that the optimum concentration of the nanoparticles improved the elastic, energy absorption, rheological, heat development, and the mechanical load carrying capacity of the cements. The selected optimal nanoparticles concentrat
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Dissertations / Theses on the topic "Hybrid cement"

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Guodong, Xu. "Fibre-cement hybrid composites." Thesis, University of Surrey, 1994. http://epubs.surrey.ac.uk/844012/.

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The theoretical stress-strain behaviour of individual fibre reinforced cement composites is reviewed. Based on the multiple cracking concept of the existing theory, analytical expressions are developed to describe the tensile stress-strain behaviour of a fibre-cement hybrid composite consisting of three components, i.e. two reinforcing fibres with different moduli, strengths and strains to failure and a common cement binder. The model predicts that the tensile stress-strain curve of the hybrid composites consists of five stages, instead of three stages of the existing models for individual fib
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Kakemi, Manabu. "Hybrid continuous fibre cement composites." Thesis, University of Surrey, 1997. http://epubs.surrey.ac.uk/606/.

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Peled, Alva, Zvi Cohen, Steffen Janetzko, and Thomas Gries. "Hybrid Fabrics as Cement Matrix Reinforcement." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77694.

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Hybrid systems with two or more fiber materials were used to combine the benefits of each fiber into a single composite product. Strength and toughness optimization of hybrid thin sheet composites has been studied extensively using combination of different fiber types with low and high modulus of elasticity. Hybrid reinforcement is more significant when the reinforcing structure is in fabric geometry. Fabric structure provides full control on the exact location of each yarn and its orientation in the composite during production, thus maximizes the reinforcing efficiency. A high-strength, high-
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Zayed, Mona. "Effect of different resin cements on shear bond strength of CAD-CAM crowns fabricated from hybrid materials." University of the Western Cape, 2021. http://hdl.handle.net/11394/8125.

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Magister Scientiae Dentium - MSc(Dent)<br>CAD/CAM crowns have become popular due to the many advantages associated with this technology. Optimal bonding adhesion is crucial for the durability of these indirect restorations and many factors influence this crucial step. Currently, there is no consensus or evidence-based guidelines on the best adhesion protocol for CAD/CAM crowns fabricated from hybrid materials. This study was aimed at investigating the influence of three types of resin cements on the shear bond strength of a hybrid CAD/CAM material in vitro.
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Velandia, Manchego Diego F. "Activated hybrid cementitious system using Portland cement and high volume Colombian fly ash with sodium sulfate." Thesis, University of Sheffield, 2015. http://etheses.whiterose.ac.uk/10529/.

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Activated hybrid cementitious systems, including high volume fly ash with high loss on ignition (LOI) content and sodium sulfate as activator, are studied to explore more sustainable alternatives to Portland cement (PC) for reducing CO2 emissions in the concrete industry. Most of the background of this project is on mortars with low LOI fly ashes. Performance and deterioration initiation periods have never been studied before for concretes with these materials. None of the following factors have been considered previously in one study: fly ash replacement level, nature of fly ashes obtained fr
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Gong, Ting. "Tensile behavior of high-performance cement-based composites with hybrid reinforcement subjected to quasi-static and impact loading." Technische Universität Dresden, 2020. https://tud.qucosa.de/id/qucosa%3A73914.

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Hochduktile Betone (Engl.: Strain-Hardening Cement-based Composites – SHCC) und Textilbetone (engl.: Textile Reinforced Concrete – TRC) sind zwei neuartige Faserbetone, die ein duktiles und dehnungsverfestigendes Zugverhalten aufweisen. SHCC bestehen aus feinkörnigen Zementmatrizen und kurzen Hochleistungspolymerfasern, während TRC eine Kombination aus feinkörnigen Zementmatrizen und kontinuierlichen zwei- oder dreidimensionalen Textilschichten darstellt. Letztere bestehen aus Multifilamentgarnen aus Kohlenstoff, alkalibeständigem Glas oder Polymerfasern. Die hohe elastische Verformbarkeit bei
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Abeysinghe, Mudiyanselage Chanaka Madushan Abeysinghe. "Static and dynamic performance of lightweight hybrid composite floor plate system." Thesis, Queensland University of Technology, 2012. https://eprints.qut.edu.au/60323/1/Chanaka_Abeysinghe_Mudiyanselage_Thesis.pdf.

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In the modern built environment, building construction and demolition consume a large amount of energy and emits greenhouse gasses due to widely used conventional construction materials such as reinforced and composite concrete. These materials consume high amount of natural resources and possess high embodied energy. More energy is required to recycle or reuse such materials at the cessation of use. Therefore, it is very important to use recyclable or reusable new materials in building construction in order to conserve natural resources and reduce the energy and emissions associated with conv
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Hojczyk, Markus, Oliver Weichold, Andreas Walther, and Martin Möller. "Korrelation der makroskopischen Alterung mit nanoskaligen Veränderungen in hybriden Polymer/Zement-Oberflächenaktivierungen für Glasfaserrovings in Textilbeton." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77914.

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Hybride Oberflächenaktivierungen von Glasfaserrovings mittels Polymer/Zement-Kompositen ermöglichen eine komplette Durchdringung des Rovings mit Beton von der Matrix bis zu den innenliegenden Einzelfilamenten. Dies erlaubt einen deutlich verbesserten Lasteintrag in den gesamten Rovingquerschnitt bei der Verwendung als Faserverstärkung in textilbewehrten Betonen. Auf Grund von ausgeprägten Domänen hydratisierter Zementsteinphasen innerhalb des Rovings ergibt sich eine komplexe, multiskalige Verbundstruktur, die sich in ihren Eigenschaften deutlich von klassischen polymerbeschichteten Rovings un
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Correia, Viviane da Costa. "Produção de celulose nanofibrilada a partir de polpa organossolve de bambu para nanoreforço de compósitos cimentícios." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/74/74133/tde-04092015-104346/.

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Fibras vegetais de baixo módulo de elasticidade são conhecidas pela sua capacidade de aumentar a energia absorvida durante o carregamento dos materiais cimentícios, especialmente no estágio pós-fissurado. A utilização de nanofibras celulósicas pode contribuir para a tenacificação de matrizes frágeis, tanto por melhorar o empacotamento das partículas, com o refinamento de poros, quanto pela interceptação de fissuras na escala nanométrica, com a respectiva absorção de energia. A celulose nanofibrilada provém de um recurso natural, abundante e renovável, possui bom desempenho mecânico e superfíci
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Gonçalves, Denilson Pereira. "Estudo de um reator solar híbrido para cura acelerada do concreto em água morna." Universidade Federal de Sergipe, 2012. https://ri.ufs.br/handle/riufs/3489.

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The Portland cement concrete material is the most consumed after the water worldwide due to their versatility molding, strength and durability as a structural material. The curing is the procedure that aims to keep the concrete saturated with water in their early ages and it is essential to ensure the reactions of cement hydration, promoting its consolidation as artificial rock. Curing accomplished through controlled procedures is essential to promote or measure the performance potential of concrete, both resistance and durability. The curing of concrete is therefore an important variable to b
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Books on the topic "Hybrid cement"

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Khan, Anish, ed. Sustainable Natural Fiber Composites. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901854.

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The book covers such diverse topics as cellulose fibers in cement paste and concrete, biodegradable materials for dental applications, coconut and pineapple fiber composites, biodegradable plastic composites, durability against fatigue and moisture, physical and mechanical characterization of fiber composites, improving the hydrophobic nature of fiber composites, and hybrid natural fiber composites.
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Book chapters on the topic "Hybrid cement"

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Gao, Guangyue, Lin Wang, Bo Yang, et al. "Edge Detection for Cement Images Based on Interactive Genetic Algorithm." In Hybrid Intelligent Systems. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-76351-4_5.

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Deshpande, Alok Abhay, Dhanendra Kumar, Anandharam Mourougassamy, and Ravi Ranade. "Development of a Steel-PVA Hybrid Fiber SHCC." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_23.

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Afroz, Mahzabin, Indubhushan Patnaikuni, and Srikanth Venkatesan. "Performance Analysis of Hybrid Fiber Reinforced High Volume Fly Ash Cement Composite." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_24.

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Fathallah, Eya, and Nadia Zanzouri. "Cement Water Treatment Process Modeling Hybrid Bond Graph." In Advanced Control Engineering Methods in Electrical Engineering Systems. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97816-1_11.

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Feng, Hu, Aofei Guo, and Jun Zhao. "Fundamental Performance of UHDMC with Hybrid Fibers." In Ultra-High Ductility Magnesium-Phosphate-Cement-Based Composites (UHDMC). Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-0952-6_2.

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Maalej, M. "Structural Applications of Hybrid Fiber Engineered Cementitious Composites - A Review." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_24.

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Pereira, E. B., G. Fischer, and J. A. O. Barros. "Hybrid Fiber Reinforcement and Crack Formation in Cementitious Composite Materials." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_65.

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Alami, Mohammad Musa, Tahir Kemal Erdem, Mert Yücel Yardımcı, and Serdar Aydın. "Development of a Proper Mix-Design for Impact Loading of Deflection Hardening Hybrid Fiber Reinforced Concrete." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_33.

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Argalis, Pauls P., Liga Puzule, Maris Sinka, and Diana Bajare. "Transforming Cement-Wood Fiber Industrial Byproducts into Hybrid Binder." In RILEM Bookseries. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-92874-1_58.

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Jen, G., and C. P. Ostertag. "Resistance to Corrosion Induced Cracking in Self Consolidating Hybrid Fiber Reinforced Concrete." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_20.

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Conference papers on the topic "Hybrid cement"

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Gurrala, Rakesh Reddy, D. Mahammad Rafi, Sarika Pabalkar, Sumit Kumar, Shobana M, and Dinesh Kumar A. "Deep Learning-Based Hybrid Framework for Strength Estimation of Blended Cement Concrete." In 2025 3rd International Conference on Data Science and Information System (ICDSIS). IEEE, 2025. https://doi.org/10.1109/icdsis65355.2025.11071206.

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Wang, Yuze, Qiang Zhang, Haozhe Li, Cunrui Lu, Xiaoxu Zhang, and Kai Sun. "Prediction of Cement Combined Grinding Mill Bucket Elevator Current Based on Hybrid Neural Network." In 2024 China Automation Congress (CAC). IEEE, 2024. https://doi.org/10.1109/cac63892.2024.10864804.

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Ikhsan Sugiarto, H., Rita Irmawaty, and Januarty Jaya Ekaputri. "Flexural Behavior of Hybrid Geopolymer Fly Ash Beams with Addition of PVA (Polyvinyl Alcohol) Fiber." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-g5u7of.

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Using cement as the primary material for making concrete, around 7%-15%, requires a significant amount of energy and generates abundant waste, thus significantly impacting the environmental conditions. Innovative materials are needed as alternatives to cement. Fly ash, as an environmentally friendly material, can be a solution to minimize the use of cement. The selected fiber is Poly-Vinyl Alcohol (PVA) fiber due to its high tensile strength, which can effectively inhibit the rate of crack development occurring in the beams. The research process was divided into two stages: geopolymer mortar c
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Adier, Maria Fe V., Jason Maximino C. Ongpeng, David Trujillo, and Carlo Joseph D. Cacanando. "Experimental Study on the Bearing Capacity of Bolted T-Connection for bambusa blumeana." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2376.

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&lt;p&gt;Bamboo is a sustainable and environmentally friendly construction material that is abundant and fast-growing. One of the major challenges of using bamboo in building construction is the design of connections between bamboo elements and other materials. Its hollow structure and geometric irregularities present challenges in achieving structurally efficient connections. Incorporating cement mortar to bamboo allows this new hybrid material to perform better. This study focused on determining the bearing capacity of the connection and the failure mode developed by pulling the bolt from th
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Zhou, Bo, and Mingyang Zhang. "Shrinkage and microstructural evolution analysis of AAFS with tetrasodium of 1-hydroxy ethylidene-1, 1-diphosphonic acid (HEDP•4Na)." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0251.

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&lt;p&gt;Alkali-activated materials (AAMs) are increasingly recognized as environmentally friendly alternatives to traditional Portland cement because of their reduced environmental impact. This study investigates the shrinkage behavior and microstructural changes in alkali-activated fly ash- slag hybrids (AAFS) containing tetrasodium 1-hydroxy ethylidene-1, 1-diphosphonic acid (HEDP•4Na). The study includes experimental analyses to measure shrinkage properties, evaluate phase changes in the microstructure, and assess the material's mechanical stability. The results indicate that HEDP•4Na sign
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Jing, Shaohong, and Xiaohong Wang. "MES Based on Data Integration in Cement Enterprise." In 2009 Ninth International Conference on Hybrid Intelligent Systems. IEEE, 2009. http://dx.doi.org/10.1109/his.2009.320.

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Chen, Ying, and Pizhong Qiao. "Fracture of Hybrid Microfiber Reinforced Cement Composites." In 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)44.

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Yuan, Zhugang, and Hongliang Yu. "Fuzzy Identification for State of Burning Zone in Cement Vertical Kiln." In 2009 Ninth International Conference on Hybrid Intelligent Systems. IEEE, 2009. http://dx.doi.org/10.1109/his.2009.146.

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"Hybrid Organic-Inorganic Admixtures for Cement Based Materials." In SP-235: Eighth CANMET/ACI International Conference on Recent Advances in Concrete Technology. American Concrete Institute, 2006. http://dx.doi.org/10.14359/15905.

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Rizzi, Fabio, Clotilde Rossi di Schio, and Sabrina Santarossa. "Hybrid ORC waste heat recovery system and solar thermal plant in Morocco." In 2015 IEEE-IAS/PCA Cement Industry Conference. IEEE, 2015. http://dx.doi.org/10.1109/citcon.2015.7122608.

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Reports on the topic "Hybrid cement"

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Fall, Morgana L., Vadim Yakovlev, Catherine Sahi, Inessa Baranova, Johnney G. Bowers, and Gibran L. Esquenazi. Energy Efficient Microwave Hybrid Processing of Lime for Cement, Steel, and Glass Industries. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1034621.

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Sugama, Toshifumi, T. Sugama, and T. Pyatina. Hydrophobic, Thermal-shock Resistant Lightweight Cement Composites in Hybrid Thermal Energy-Storage Geothermal Well System. Office of Scientific and Technical Information (OSTI), 2023. http://dx.doi.org/10.2172/2204145.

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Sugama, Toshifumi, T. Sugama, and T. Pyatina. Hydrophobic, Thermal-shock Resistant Lightweight Cement Composites in Hybrid Thermal Energy-Storage Geothermal Well System. Office of Scientific and Technical Information (OSTI), 2023. http://dx.doi.org/10.2172/2281328.

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Goel, Dr Divanshu, and Dr Manjeet Singh. HYBRID EXTERNAL FIXATION FOR PROXIMAL TIBIAL FRACTURES. World Wide Journals, 2023. http://dx.doi.org/10.36106/ijar/1505336.

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Introduction: Intraarticular fractures of the tibial plateau and periarticular fractures of the proximal tibia, caused by high energy trauma pose a therapeutic dilemma. Such fractures are associated with extensive soft tissue damage with or without compound injury. The management of such high velocity injuries become a challenge to the trauma surgeons. The goals of these periarticular fractures management are 1. Restoration of joint congruity by anatomic reduction 2. Stable xation of fractures thus allowing early movements 3. Proper care of injured soft tissues. In earlier days uniplanar exte
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Zheng, Jinhui, Matteo Ciantia, and Jonathan Knappett. On the efficiency of coupled discrete-continuum modelling analyses of cemented materials. University of Dundee, 2021. http://dx.doi.org/10.20933/100001236.

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Computational load of discrete element modelling (DEM) simulations is known to increase with the number of particles. To improve the computational efficiency hybrid methods using continuous elements in the far-field, have been developed to decrease the number of discrete particles required for the model. In the present work, the performance of using such coupling methods is investigated. In particular, the coupled wall method, known as the “wall-zone” method when coupling DEM and the continuum Finite Differences Method (FDM) using the Itasca commercial codes PFC and FLAC respectively, is here
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