Academic literature on the topic 'Fibrous Cementitious Composites'

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Journal articles on the topic "Fibrous Cementitious Composites"

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Signorini, Cesare. "Durable and Highly Dissipative Fibrous Composites for Strengthening Coastal Military Constructions." Key Engineering Materials 893 (July 20, 2021): 75–83. http://dx.doi.org/10.4028/www.scientific.net/kem.893.75.

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Reinforced concrete strategic structures for military purposes are often established in coastalor offshore areas, widely subjected to chemical attacks, mainly due to an aggressive saline and acidenvironments. Porosity of cementitious conglomerates favour penetration of chlorides, which tend tocorrode the internal metallic rebar. The reinforcement of structures with fibrous composite materialsis a viable solution to restore the initial requirements of the building, especially when it exerts defence purposes. Among synthetic fibres, polyphenylenebenzobisoxazole (PBO) is an organic fibre based on
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Murali, G., Sallal R. Abid, Hakim S. Abdelgader, Y. H. Mugahed Amran, Mohammad Shekarchi, and Krzysztof Wilde. "Repeated Projectile Impact Tests on Multi-Layered Fibrous Cementitious Composites." International Journal of Civil Engineering 19, no. 6 (2021): 635–51. http://dx.doi.org/10.1007/s40999-020-00595-4.

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Dutkiewicz, Maciej, Hasan Erhan Yücel, and Fatih Yıldızhan. "Evaluation of the Performance of Different Types of Fibrous Concretes Produced by Using Wollastonite." Materials 15, no. 19 (2022): 6904. http://dx.doi.org/10.3390/ma15196904.

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Production of cement and aggregate used in cement-based composites causes many environmental and energy problems. Decreasing the usage of cement and aggregate is a crucial and currently relevant challenge to provide sustainability. Inert materials can also be used instead of cement and aggregates, similar to pozzolanic materials, and they have positive effects on cement-based composites. One of the inert materials used in cement-based composites is wollastonite (calcium metasilicate-CaSiO3), which has been investigated and attracted attention of many researchers. This article presents state-of
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Sreenath, Sreekumaran, Kaliyaperumal Saravana Raja Mohan, and Gunasekaran Murali. "Fracture Toughness of Reactive Powder Fibrous Concrete Composites under Pure and Mixed Modes (I/III)." Buildings 12, no. 5 (2022): 599. http://dx.doi.org/10.3390/buildings12050599.

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Reactive Powder Concretes (RPC) are well known for their exceptional strength properties and durability properties. The use of Supplementary Cementitious Materials (SCM) is the best way to enhance the strength and durability characteristics of RPCs further. Among various SCMs, the potential of Ground Granulated Blast-furnace Slag (GGBS) is proven by many researchers. However, the effect of GGBS on the fracture toughness of RPCs, especially under the tearing mode, is not explored. This study investigates the effect of partial replacement of OPC with GGBS in non-fibrous and fibrous RPCs, on its
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Lancellotti, Isabella, Federica Piccolo, Hoang Nguyen, et al. "The Effect of Fibrous Reinforcement on the Polycondensation Degree of Slag-Based Alkali Activated Composites." Polymers 13, no. 16 (2021): 2664. http://dx.doi.org/10.3390/polym13162664.

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Alternative cementitious binders, based on industrial side streams, characterized by a low carbon footprint, are profitably proposed to partially replace Portland cement. Among these alternatives, alkali-activated materials have attracted attention as a promising cementitious binder. In this paper, the chemical stability of the matrix, in fiber-reinforced slag-based alkali-activated composites, was studied, in order to assess any possible effect of the presence of the reinforcement on the chemistry of polycondensation. For this purpose, organic fiber, cellulose, and an inorganic fiber, basalt,
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Querido, Victor A., José Roberto M. d’Almeida, and Flávio A. Silva. "Development and analysis of sponge gourd (Luffa cylindrica L.) fiber-reinforced cement composites." BioResources 14, no. 4 (2019): 9981–93. http://dx.doi.org/10.15376/biores.14.4.9981-9993.

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Sponge gourd (Luffa cylindrica L.) fiber-reinforced cement composites were developed and analyzed. Dried sponge gourd fruit’s fibrous vascular system forms a natural 3D network that can reinforce matrices in composite materials, diverting cracks along the complex array of 3D interfaces between the fibers and the cementitious matrix. To avoid fiber deterioration, the cement paste was modified by incorporating pozzolanic materials. The fibers were mechanically characterized by tensile testing of strips of the 3D natural fiber array and of single fibers extracted from the array. The fibers had an
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Malchiodi, Beatrice, Erika Iveth Cedillo-González, Cristina Siligardi, and Paolo Pozzi. "A Practical Valorization Approach for Mitigating Textile Fibrous Microplastics in the Environment: Collection of Textile-Processing Waste Microfibers and Direct Reuse in Green Thermal-Insulating and Mechanical-Performing Composite Construction Materials." Microplastics 1, no. 3 (2022): 393–405. http://dx.doi.org/10.3390/microplastics1030029.

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Microplastic (MP) contamination is an urgent environmental issue to address. Fibrous microplastics (FMPs) are the principal MP type in the air and have already been found in human stool and lung tissues. FMPs are generated from the lifecycle of synthetic and blended textiles and are expected to increase due to fast fashion. Among textile processes, the finishing of fabrics is estimated to generate 5000 t/year of textile waste fibers in Italy, including FMPs. To limit FMPs spread, this paper suggests, for the first time, the direct collection of blended finishing textile waste microfibers and r
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Rizzo, Valeria, Antonio Bonati, Francesco Micelli, Marianovella Leone, and Maria Antonietta Aiello. "Influence of Alkaline Environments on the Mechanical Properties of FRCM/CRM and their Materials." Key Engineering Materials 817 (August 2019): 195–201. http://dx.doi.org/10.4028/www.scientific.net/kem.817.195.

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Fabric Reinforced Mortar (FRCM) used as Externally Bonded Reinforcements (EBR), provide a sustainable solution for retrofitting and repair of existing masonry structures. They are commonly made by fibrous meshes embedded in a cementitious/hydraulic lime matrix. This technique represents a valid alternative to the well-known FRP (Fiber Reinforced Polymer) composites, which show some limitations in heritage masonry applications. In this scenario, a new system known as CRM (Composite Reinforced Mortar) has been developed in the last years. In this system, a pre-cured FRP grid is utilized as inter
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Adamu, Musa, Yasser E. Ibrahim, and Hani Alanazi. "Evaluating the Influence of Elevated Temperature on Compressive Strength of Date-Palm-Fiber-Reinforced Concrete Using Response Surface Methodology." Materials 15, no. 22 (2022): 8129. http://dx.doi.org/10.3390/ma15228129.

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Due to its availability and affordable processing, date palm fiber (DPF) is among the natural and sustainable fibers used in cementitious composites. Furthermore, DPF is an agricultural, organic, and fibrous material that when subjected to higher temperature can easily degrade and cause reduction in strength. Therefore, the influence of elevated temperatures on the unit weight and strengths of DPF-reinforced concrete needs to be examined. Under this investigation, DPF is used in proportions of 0–3% weight of binder to produce a DPF-reinforced concrete. Silica fume was utilized as a supplementa
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Abbas, Al-Ghazali Noor, Farah Nora Aznieta Abdul Aziz, Khalina Abdan, Noor Azline Mohd Nasir, and Mohd Nurazzi Norizan. "Kenaf Fibre Reinforced Cementitious Composites." Fibers 10, no. 1 (2022): 3. http://dx.doi.org/10.3390/fib10010003.

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Increased environmental awareness and the demand for sustainable materials have promoted the use of more renewable and eco-friendly resources like natural fibre as reinforcement in the building industry. Among various types of natural fibres, kenaf has been widely planted in the past few years, however, it hasn’t been extensively used as a construction material. Kenaf bast fibre is a high tensile strength fibre, lightweight and cost-effective, offering a potential alternative for reinforcement in construction applications. To encourage its use, it’s essential to understand how kenaf fibre’s pr
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Dissertations / Theses on the topic "Fibrous Cementitious Composites"

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Garcez, Estela Oliari. "Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2009. http://hdl.handle.net/10183/28642.

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Uma parcela substancial das rodovias do país apresenta processos de deterioração graves de seus pavimentos, fato que acarreta sérios impactos econômicos, sociais e ambientais, resultando em aumento do consumo de combustível, dos gastos com manutenção dos veículos, da frequência de engarrafamentos e do tempo gasto em deslocamentos. A utilização de recapeamentos ou overlays de concreto tem demonstrado ser uma alternativa sustentável e econômica para a reabilitação de pavimentos. No entanto, em muitos casos, os overlays de concreto não tem conseguido prevenir a ocorrência de fissuração por reflex
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Abdallah, Sadoon Mushrif. "Bonding mechanisms and strength of hooked-end steel fibre reinforced cementitious composites." Thesis, Brunel University, 2017. http://bura.brunel.ac.uk/handle/2438/15827.

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Concrete is a strong material as to its compressive strength. However, it is a material with a low tensile and shear strength, and brittleness at failure. Concrete has to be reinforced with appropriate materials. Steel fibre is one of the most common materials currently being used to develop reinforced concrete, which may replace partially or completely conventional steel reinforcement. Successful reinforcement of concrete composite is closely related to the bond characteristics between the reinforcing fibre and matrix. The effective utilisation of steel fibre reinforced concrete (SFRC) requir
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Muñoz, Rodriguez Camilo Andrés. "Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2018. http://hdl.handle.net/10183/179406.

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O Engineered Cementitious Composite ou ECC é um compósito cimentício de elevada capacidade de deformação, concebido na Universidade de Michigan. Constituído por agregados miúdos, cimento e fibras, o compósito apresenta elevada ductilidade associada com a capacidade de gerar microfissuras quando submetido a carregamentos, num comportamento conhecido como strain-hardening. As pesquisas previamente desenvolvidas no Laboratório de Ensaios e Modelos Estruturais (LEME) da UFRGS objetivaram caracterizar um ECC adaptado aos materiais do Brasil, adicionando-se fibras de polipropileno na elaboração do c
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Dolores, Gonzalo Mármol de los. "Low-alkalinity matrix composites based on magnesium oxide cement reinforced with cellulose fibres." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/74/74133/tde-17082017-113846/.

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A lower-alkalinity cement based on MgO and SiO2 blends is analysed to develop clinker-free Fibre Reinforced Cementitious Composites (FRCC) with cellulosic fibres in order to solve the durability problems of this type of fibres when used in FRCC with Portland cement. Hydration evolution from 7 to 28 days of different MgO-SiO2 formulations is assessed. The main hydration products are Mg(OH)2 and M-S-H gels for all the formulations studied regardless of age. Hardened pastes are obtained with pH values < 11 and good mechanical properties compared to conventional Portland cement. 60% MgO-40% SiO
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Sultangaliyeva, Fariza. "Formulation of fluid fire-resistant fiber-reinforced cementitious composite : Application to radioactive waste disposal." Thesis, Pau, 2020. http://www.theses.fr/2020PAUU3041.

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Le but de ce travail est de développer un béton fluide résistant au feu renforcé en fibres de polypropylène pour les colis de stockage des déchets radioactifs de moyenne activité à vie longue. Le défi de ce travail consiste à utilizer des fibres de polypropylène qui, même ajoutées en petite quantité, améliorent la résistance au feu mais diminuent de manière significative la maniabilité des bétons frais. Des essais à l’échelle du laboratoire sont effectués afin d’évaluer les comportements rhéologique et à haute température des matériaux cimentaires contenant des fibres de polypropylène. Dans la
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Costa, Fernanda Bianchi Pereira da. "Análise da durabilidade de compósitos cimentícios de elevada capacidade de deformação reforçados com fibras." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2015. http://hdl.handle.net/10183/130203.

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Apesar do avanço tecnológico crescente na construção civil, a falta de durabilidade das estruturas de concreto, tanto em edificações como pavimentação, tem sido constatada com acentuada assiduidade e proporção. O compósito cimentício de elevada deformação, também conhecido como Engineered Cementitious Composites (ECC), foi difundido a partir do conceito de concretos de alto desempenho reforçado com fibras, visando suprir o comportamento frágil do concreto convencional e problemas relacionados à falta de durabilidade gerada, principalmente, devido à propagação de fissuras. Neste contexto, o Lab
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Teixeira, Ronaldo Soares. "Efeito das fibras de curauá e de polipropileno no desempenho de compósitos cimentícios produzidos por extrusão." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/18/18158/tde-04022016-100910/.

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O emprego de compósitos na construção civil, como os de matriz cimentícia e pasta reforçada com fibras, tem se disseminado consideravelmente nos últimos anos. Uma grande variedade de fibras sintéticas, como o polipropileno, tem sido utilizada com sucesso para reforçar compósitos cimentícios. No entanto, o interesse mundial na utilização de produtos com menor impacto ambiental estimula a busca por materiais para substituir fibras sintéticas. As fibras vegetais, biodegradáveis, pode ser ótima alternativa devido à abundância, ao baixo custo, ao menor consumo de energia para sua produção e às prop
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Monteiro, André Oliveirinha. "Development of a multifunctional carbon black/cement composite for traffic monitoring." Doctoral thesis, Universidade de Aveiro, 2018. http://hdl.handle.net/10773/23030.

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Doutoramento em Engenharia Civil<br>As sociedades modernas estão fundadas em sistemas infraestruturais como redes de abastecimento de água, electricidade, comunicação e transporte. Com o aumento da procura global pela eficiência, imposto pelo século XXI, o desempenho esperado das estruturas segue inevitavelmente a mesma tendência. Esta busca de performance tem levado às infraestruturas físicas e à tecnologia digital se fundirem no conceito de “infraestruturas inteligentes”, através de vastas redes de monitorização, aliadas a subsistemas de informação. A disciplina de gestão de tráfego é
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Guimar?es, Elvio Antonino. "Efeito da adi??o de fibras da palma do licuri (syagrus coronata) no comportamento f?sico e mec?nico de comp?sitos de matriz ciment?cia." Universidade Federal do Rio Grande do Norte, 2013. http://repositorio.ufrn.br:8080/jspui/handle/123456789/12859.

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Made available in DSpace on 2014-12-17T14:07:20Z (GMT). No. of bitstreams: 1 ElvioAG_TESE.pdf: 3444604 bytes, checksum: d60cf497e4c263de969e02bb2eefe56f (MD5) Previous issue date: 2013-12-20<br>Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior<br>This research was motivated by the requirement of asbestos s replacement in building systems and the need to generate jobs and income in the country side of the state of Bahia, Brazil. The project aimed at using fibers from licuri leaves (syagrus coronata), an abundant palm in the region, to produce composites appropriate for the sustainab
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Arquez, Ana Paula. "Aplicação de laminado de polímero reforçado com fibras de carbono (PRFC) inserido em substrato de microconcreto com fibras de aço para reforço à flexão de vigas de concreto armado." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29062010-114146/.

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O reforço de elementos estruturais de concreto armado com uso de polímeros reforçados com fibras de carbono (PRFC) está cada vez mais conhecido, seguro e acessível. Em todo o mundo, a aplicação do PRFC vem sendo estudada sob diversas técnicas. Características como elevada resistência à tração e à corrosão, baixo peso, facilidade e rapidez de aplicação são os principais fatores para essa disseminação. Em particular, a técnica aqui estudada é conhecida como Near Surface Mounted (NSM), que consiste na inserção de laminados de PRFC em entalhes realizados no concreto de cobrimento de elementos de c
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Books on the topic "Fibrous Cementitious Composites"

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Sidney, Mindess, ed. Fibre reinforced cementitious composites. Elsevier Applied Science, 1990.

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Sidney, Mindess, ed. Fibre reinforced cementitious composites. 2nd ed. Taylor & Francis, 2007.

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Ozyildirim, H. Celik. Exploratory investigation of high-performance fiber-reinforced cementitious composites for crack control. Virginia Transportation Research Council, 2008.

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Sidney, Mindness, Skalny Jan, and Materials Research Society, eds. Fiber-reinforced cementitious materials: Symposium held November 26-28, 1990, Boston, Massachusetts, U.S.A. Materials Research Society, 1991.

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Mindess, Sidney, and Arnon Bentur. Fibre Reinforced Cementitious Composites. Taylor & Francis Group, 2003.

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Mindess, Sidney, and Arnon Bentur. Fibre Reinforced Cementitious Composites. Taylor & Francis Group, 1990.

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Mindess, Sidney, and Arnon Bentur. Fibre Reinforced Cementitious Composites. Taylor & Francis Group, 2006.

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Mindess, Sidney, and Arnon Bentur. Fibre Reinforced Cementitious Composites. Taylor & Francis Group, 2019.

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Mindess, Sidney, Routledge, and Arnon Bentur. Fibre Reinforced Cementitious Composites. Taylor & Francis Group, 2006.

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Mindess, Sidney, Routledge, and Arnon Bentur. Fibre Reinforced Cementitious Composites. Taylor & Francis Group, 2006.

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Book chapters on the topic "Fibrous Cementitious Composites"

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Barros, Joaquim A. O., Cristina Frazão, Antonio Caggiano, et al. "Cementitious Composites Reinforced with Recycled Fibres." In Recent Advances on Green Concrete for Structural Purposes. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-56797-6_8.

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Ferrara, Liberato, Saulo Rocha Ferreira, Visar Krelani, Paulo Lima, Flavio Silva, and Romildo Dias Toledo Filho. "Cementitious Composites Reinforced with Natural Fibres." In Recent Advances on Green Concrete for Structural Purposes. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-56797-6_9.

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Lukasenoks, Arturs, Andrejs Krasnikovs, Arturs Macanovskis, Olga Kononova, and Videvuds Lapsa. "Short Composite Fibres for Concrete Disperse Reinforcement." In Short Fibre Reinforced Cementitious Composites and Ceramics. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-00868-0_6.

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Figueiredo, Stefan Chaves, Oğuzhan Çopuroğlu, Branko Šavija, and Erik Schlangen. "Piezoresistive Properties of Cementitious Composites Reinforced by PVA Fibres." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_81.

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Jolly, C. K. "The Stiffness and Strength of Small Diameter Steel Fibres in Cementitious Composites." In Composite Structures 3. Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-4952-2_19.

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Baričević, Ana, Katarina Didulica, Branka Mrduljaš, and Antonija Ocelić. "Production Waste Fibres as a Sustainable Alternative for Strengthening Cementitious Composites." In International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33211-1_53.

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Salvador Filho, J. A. A., D. Lavorato, A. V. Bergami, J. R. Azeredo, C. Nuti, and S. Santini. "Influence of Polyethylene and Stainless Steel Fibres on Compressive and Tensile Behaviour of High-Performance Fibre-Reinforced Cementitious Composites." In GCEC 2017. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8016-6_1.

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Halvaei, Mana. "Fibers and textiles reinforced cementitious composites." In Engineered Polymeric Fibrous Materials. Elsevier, 2021. http://dx.doi.org/10.1016/b978-0-12-824381-7.00001-9.

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"Steel fibres." In Fibre Reinforced Cementitious Composites. CRC Press, 2006. http://dx.doi.org/10.1201/9781482267747-16.

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"Glass fibres." In Fibre Reinforced Cementitious Composites. CRC Press, 2006. http://dx.doi.org/10.1201/9781482267747-17.

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Conference papers on the topic "Fibrous Cementitious Composites"

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"Durability of Glass / Polymer Fibrous Mesh-Reinforced Thin Cementitious Composites Durability of Glass / Polymer Fibrous Mesh-Reinforced Thin Cementitious Composites." In SP-190: High-Performance Fiber-Reinforced Concrete Thin Sheet Products. American Concrete Institute, 2000. http://dx.doi.org/10.14359/5724.

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Ramli, Mahyuddin, Cheah Chee Ban, and Muhamad Fadli Samsudin. "Flexural behavior of the fibrous cementitious composites (FCC) containing hybrid fibres." In INTERNATIONAL CONFERENCE ON ENGINEERING AND TECHNOLOGY (IntCET 2017). Author(s), 2018. http://dx.doi.org/10.1063/1.5022946.

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Ajouguim, Soukaina, Jonathan Page, Chafika Djelal, Mohamed Waqif, and Latifa Saadi. "Performance of Alfa Fibres in Cementitious Materials Exposed to Diverse Surface Treatments." In 4th International Conference on Bio-Based Building Materials. Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/www.scientific.net/cta.1.660.

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Alfa plant presents a great ecological and socio-economic interest in the Maghreb countries. It is used in several fields of applications such as craft production and paper industry. However, a few research work has been realized on the valorisation of Alfa fibres in the construction sector. The main objective of this work is to develop an Alfa fibre-reinforced mortar with significant mechanical properties for the facade panel’s manufacturing. It was highlighted that Alfa fibres enhance the flexural strength of reinforced mortars. Therefore, a decrease in the flexural strength of the composite
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Tao, Zhong, Richard Shuaibu, Zhu Pan, Md Kamrul Hassan, and Jian Zhou. "Compressive behaviour of steel tubes filled with strain hardening cementitious composites." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6968.

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This paper presents the compressive behaviour of steel tubes filled with strain hardening cementitious composites (SHCC) through experimental and numerical investigations. The main parameters considered in the experimental study include type (SHCC and normal concrete) and strength (normal and high strength) of the in-fill material, steel tube thickness (2 and 4 mm) and cross-section type (circular and square). To develop the SHCC material, 2% of polyvinyl alcohol fibres by volume were used. The test results indicate that the performance of SHCC-filled steel tubes is generally similar to that o
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Guilarduci, Viviane V. S., Patricia B. Martelli, Honória de F. Gorgulho, and Pablo R. Oliveira. "INCORPORATION OF REUSED SUGARCANE FIBRES APPLIED IN THE TREATMENT OF EFFLUENTS CONTAMINATED WITH ENGINE OIL AS REINFORCEMENT OF CEMENTITIOUS COMPOSITES." In Brazilian Conference on Composite Materials. Pontifícia Universidade Católica do Rio de Janeiro, 2018. http://dx.doi.org/10.21452/bccm4.2018.02.23.

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"Using Steel Fibres to Increase the Projectile Impact Resistance of Cementitious Composites." In SP-347: Recent Developments in High Strain Rate Mechanics and Impact Behavior of Concrete. American Concrete Institute, 2021. http://dx.doi.org/10.14359/51732657.

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Mercedes, Luis, Lluis Gil, and Ernest Bernat. "Comportamiento mecánico de compuestos de matriz cementicia y tejidos de fibras vegetales." In HAC2018 - V Congreso Iberoamericano de Hormigón Autocompactable y Hormigones Especiales. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/hac2018.2018.5501.

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Los compuestos cementicios reforzados con fibras en forma de tejidos (fibre reinforced cementitious composite: FRCC) han demostrado ser un material de refuerzo con un prometedor futuro, debido a su facilidad de aplicación, resistencia al fuego y su capacidad de disipar energía a través de un patrón de multifisuras. El auge que viene desarrollando el uso de fibras vegetales como refuerzo dentro de los materiales compuestos debido a su bajo costo, baja densidad, reciclabilidad y biodegradabilidad, hace que estas fibras se presenten como una opción de refuerzo a considerar dentro los compuestos c
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LOVICHOVÁ, ROMANA, KRISTÝNA TAKÁČOVÁ, KAREN KÜNZEL, et al. "DIRECTED ORIENTATION OF STEEL FIBRES IN ULTRA-HIGH-PERFORMANCE CEMENTITIOUS COMPOSITE USING THE MAGNETIC FIELD." In HPSM/OPTI 2020. WIT Press, 2020. http://dx.doi.org/10.2495/hpsm200051.

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Cheng, Jin, Kang Hai, and Hongcun Guo. "Compressive stress-strain relationship of strain-hardening cementitious composite with hybrid fibres after high temperature exposure." In The International Conference of Applications of Structural Fire Engineering (ASFE 2017). CRC Press, 2017. http://dx.doi.org/10.1201/9781315107202-43.

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Ocelić, Antonija, Ana Baričević, and Marina Frančić Smrkić. "POSSIBLITIES OF USING UHPC AS A REPAIR MATERIAL." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.111.

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More and more buildings need to be repaired and strengthened, both for durability and for the effects of natural disasters such as earthquakes. The repair material should ensure compatibility with the substructure materials and contribute to their improvement. The continuous development of materials has led to their excellent properties and application possibilities. In addition, the new generation of materials offers more environmentally friendly solutions, which is certainly in line with repair as part of sustainable development. In an effort to meet all these requirements, the use of mortar
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