Gotowe bibliografie tematyczne / Rubber reinforced concrete

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Gotowa bibliografia na temat „Rubber reinforced concrete”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Rubber reinforced concrete"

A. Al-Azzawi, Adel, Dalia Shakir, and Noora Saad. "Flexural Behavior of Rubberized Reinforced Concrete Beams." International Journal of Engineering & Technology 7, no. 4.20 (2018): 316. http://dx.doi.org/10.14419/ijet.v7i4.20.25946.

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In Iraq, the use of rubber waste material in concrete is an interesting topic due to its availability in large volumes. Researches of applications of rubber waste in concrete have been increased since 2003. Many studies carried out to investigate the performance of concrete using different ratios of rubber as a replacement to fine or coarse aggregate. In this research, rubber wastes from scrapped tires have been added as fiber to concrete mix with presence of 0.5% superplasticizer. The flexural behavior of concrete beams, mechanical properties of concrete and workability of concrete mixes have

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Popov, I., and A. Levchenko. "EXPERIMENTAL INVESTIGATION OF INTERNAL FRICTION IN RUBBER CONCRETE AND FIBER-REINFORCED RUBBER CONCRETE." Russian Journal of Building Construction and Architecture, no. 4(52) (November 19, 2021): 53–62. http://dx.doi.org/10.36622/vstu.2021.52.4.005.

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Statement of the problem. The paper is devoted to the experimental identification of damping for such materials as butadiene rubber (BR) and cis-butadiene low-molecular weight rubber (SKDN-N) based concrete and fiber-reinforced rubber concrete by means of the Impulse Excitation Technique (IET). Results. It was found that BR based concrete with or without fiber-reinforcement shows more obvious viscoelastic properties than the corresponding materials based on SKDN-N rubber. The addition of steel fiber reduces internal friction in the material, while propylene fiber has the opposite effect. This

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Zhou, ShanShan. "Development in the Study of Mechanical Prop-erties and Damage Constitutive Models of Rub-ber-Reclaimed Concrete." Journal of Engineering Research and Reports 26, no. 6 (2024): 298–306. http://dx.doi.org/10.9734/jerr/2024/v26i61181.

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Advances in rubber-reinforced concrete technology and its applications in engineering are cru-cial for the thorough recycling and safe disposal of waste tire rubber and construction debris. Rubber-reinforced concrete (RAC) is a concrete material produced by substituting some fine and coarse aggregates with waste rubber particles and recycled aggregates. The incorporation of waste rubber particles endows RAC with distinctive mechanical properties and a distinct damage constitutive model. The mechanical properties of rubber recycled concrete mainly in-clude compressive strength, tensile strength

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Polikutin, Aleksei E., Sergey A. Pinaev, Pavel A. Zyabukhin, and Theophilus O. Oforkaja. "About the influence of fiber on the deformation of compressed flanges at 3.6 h′f, 4.8 h′f, 8 h′f overhangs of reinforced rubber concrete t-beams with reinforcement of 2.50%." E3S Web of Conferences 157 (2020): 06039. http://dx.doi.org/10.1051/e3sconf/202015706039.

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The aim of this study is to determine the effect of fiber reinforcement on deformations arising from the applied load in the compressed flanges of reinforced rubber concrete beams of a T-section.This article presents the results of testing prototypes of rubber concrete and fiber rubber concrete beams of a T-section, tested to a pure bending. The strain curves for compressed flanges (3.6h’f , 4.8h’f , 8h’f overhangs) of reinforced rubber concrete beams of T-section are obtained.

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Ullah, Hanif, Naveed Ahmad, and Muhammad Rizwan. "Shake-table tests on frame built in crumb rubber concrete." Advances in Structural Engineering 23, no. 10 (2020): 2003–17. http://dx.doi.org/10.1177/1369433220906933.

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This article presents experimental study performed on a first-of-its-kind frame fabricated using crumb rubber concrete, that is, concrete with waste rubbers (crumb) as a partial replacement of fine aggregate (sand). A 20% volume of sand was replaced by rubber crumb. Free vibration and shake-table tests were performed on 1:3 reduced scale frame models, both conventional reinforced concrete frame and crumb rubber concrete frame. The dynamic properties (i.e. frequency/time period, elastic viscous damping, and floor acceleration amplification) and seismic response parameters (i.e. ductility and re

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Sun, Jie, Guozhen Chen, Anning Wang, Kangqi Lv, and Yi Luo. "Experimental study on mechanical properties of laminated steel fiber rubber concrete." E3S Web of Conferences 272 (2021): 02007. http://dx.doi.org/10.1051/e3sconf/202127202007.

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In order to research the effect of the steel fiber volume and the rubber powder diameter on the mechanics performance of the layer steel fiber reinforced rubber concrete, the cube compression tests, splitting tensile tests and four-point bending tests are performed on steel fiber reinforced rubber concrete with steel fiber content of 0.5%, 1%, 1.5%, 2%, 2.5% and rubber powder mesh 20, 40, 60. When 40 mesh rubber powder is added and the volume ratio of steel fiber is 1.5%, the compressive strength of laminated steel fiber rubber concrete reaches the peak value. The splitting tensile strength of

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Wang, Cai Hua, Hui Jian Li, and Jian Feng Wu. "Base-Isolated Multi-Storey Reinforced Concrete Frame Structure Modal Analysis." Applied Mechanics and Materials 204-208 (October 2012): 869–71. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.869.

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The multi-storey reinforced concrete frame structure used lead rubber pad as the base isolation device. The paper had modal analysis of base-isolated multi-storey reinforced concrete frame structure using the ANSYS software. Comparing the frequency and vibration mode before and after isolation under El-Centro wave, It concluded the leader rubber pad have seismic isolation effect for multi-storey reinforced concrete frame structure .

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Gao, Yongtao, Bin Wang, Changjiang Liu, et al. "Experimental investigation on static compressive toughness of steel fiber rubber concrete." REVIEWS ON ADVANCED MATERIALS SCIENCE 61, no. 1 (2022): 576–86. http://dx.doi.org/10.1515/rams-2022-0260.

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Abstract Recycled rubber particles can be produced by using waste tires. Adding recycled rubber particles to concrete can form rubber concrete (RC). RC can not only reduce the amount of natural sand and reduce the cost of concrete but also improve the static compressive toughness of concrete. Adding steel fiber into RC can improve the strength of concrete. In order to study the compressive toughness of steel fiber rubber concrete (SFRC), rubber particles washed with NaOH are added to steel fiber reinforced concrete. This can enhance the bonding performance between the recycled rubber particles

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Ahmed, Mohamed, Heba Allah mohamed, Hilal Hassan, and Mahmoud Zaghlal. "Rubberized reinforced concrete columns under axial and cyclic loading." Frattura ed Integrità Strutturale 18, no. 70 (2024): 286–309. http://dx.doi.org/10.3221/igf-esis.70.17.

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The experimental study presented in this research was conducted to understand the performance of rubberized concrete columns under axial loads and numerically analyze the conduct of rubberized reinforced concrete (RRC) columns under cyclic loads. Twelve large-scale columns with square and circular cross sections were utilized to carry out experimental testing. Under axial loading, fine aggregate was replaced in percentages of 0%, 10%, and 15% with crumb rubber (CR). Square RRC columns were examined by a finite element program (ABAQUS) under cyclic loading. The experimental results indicated th

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Abu Bakar, B. H., A. T. Noaman, and H. Md. Akil. "Cumulative Effect of Crumb Rubber and Steel Fiber on the Flexural Toughness of Concrete." Engineering, Technology & Applied Science Research 7, no. 1 (2017): 1345–52. http://dx.doi.org/10.48084/etasr.854.

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Concrete properties, such as toughness and ductility, are enhanced to resist different impacts or blast loads. Rubberized concrete, which could be considered a green material, is produced from recycled waste tires grinded into different crumb rubber particle sizes and mixed with concrete. In this study, the behavior of rubberized steel fiber-reinforced concrete is investigated. Flexural performance of concrete beams (400×100×100 mm) manufactured from plain, steel fiber, crumb rubber and combination crumb rubber and steel fiber are also evaluated. Similarly, concrete slabs (500×500×50 mm) are a

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Rozprawy doktorskie na temat "Rubber reinforced concrete"

Broussard, Dylan W. "Cyclic Behavior of Small Scale Shear Panels Containing Fiber Reinforced Rubber Concrete." Thesis, University of Louisiana at Lafayette, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10002460.

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Shear beams and shear walls were constructed using varying amounts of steel fibers and rubber to determine the effect of these constituents on concrete when subject to shear loads and reversed cyclic loadings. 22 concrete beams were tested using mixes with differing amounts of fibers and rubber. The beams were designed to fail in shear by applying a single downward point load at midspan using a MTS Universal Testing Machine. Using the recorded load and displacement data the behavior of each beam and the shear strength contribution for each mix were determined. For all mixes that included f

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Fazzan, João Victor. "Comportamento estrutural de lajes pré-moldadas treliçadas com adição de resíduos de borracha de pneu /." Ilha Solteira : [s.n.], 2011. http://hdl.handle.net/11449/91447.

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Resumo: O uso do concreto na elaboração de estruturas de concreto armado está ligado à capacidade das mesmas em resistir aos esforços solicitantes, por meio da aderência que existe entre os materiais aço e concreto. Considerando-se que a maioria dos concretos à base de cimento apresenta uma pequena resistência à tração, se comparada à compressão, algumas alternativas para melhorar o seu comportamento em relação a esse aspecto vem sendo estudadas com sucesso, como, por exemplo, a adição de diversos tipos de fibras. Em outro contexto, a incorporação de resíduos no concreto surge como uma possibi

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Han, Mengyu. "Application of Base Isolation Systems to Reinforced Concrete Frame Buildings." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/35722.

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Seismic isolation systems are widely used to protect reinforced concrete (RC) structures against the effects of strong ground motions. After a magnitude 6.6 earthquake, the outpatient building of Lushan People’s hospital in China remained in good condition due to the seismic isolation technology, while the non-isolated older outpatient building nearby experienced major damage. The building provides a good opportunity to study and assess the contribution of isolation systems to seismic performance of RC structures. In the current research project, the isolated outpatient building was modelled a

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Fazzan, João Victor [UNESP]. "Comportamento estrutural de lajes pré-moldadas treliçadas com adição de resíduos de borracha de pneu." Universidade Estadual Paulista (UNESP), 2011. http://hdl.handle.net/11449/91447.

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Made available in DSpace on 2014-06-11T19:25:20Z (GMT). No. of bitstreams: 0 Previous issue date: 2011-08-22Bitstream added on 2014-06-13T18:26:19Z : No. of bitstreams: 1 fazzan_jv_me_ilha.pdf: 4125197 bytes, checksum: 67f962a9a375b2edc5ba8c9b6ac640a8 (MD5) Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq) O uso do concreto na elaboração de estruturas de concreto armado está ligado à capacidade das mesmas em resistir aos esforços solicitantes, por meio da aderência que existe entre os materiais aço e concreto. Considerando-se que a maioria dos concretos à base de cim

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Trigo, Ana Paula Moreno. "Estudo de lajes com adição de resíduo de pneu /." Ilha Solteira : [s.n.], 2008. http://hdl.handle.net/11449/91476.

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Resumo: No Brasil, o concreto armado é bastante empregado na confecção de pilares, vigas e lajes das estruturas de edificações. As lajes são utilizadas como piso ou forro e, considerandose que a laje de forro não demanda ações elevadas, quando comparada à laje de piso, pensa-se na possibilidade de substituir parcialmente o agregado do concreto por outros materiais que sejam, ecológica e economicamente, viáveis. Desses materiais, o resíduo de borracha se mostra promissor, por ser gerado em abundância. Este trabalho objetiva mostrar uma alternativa de reaproveitamento para o resíduo proveniente

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Trigo, Ana Paula Moreno [UNESP]. "Estudo de lajes com adição de resíduo de pneu." Universidade Estadual Paulista (UNESP), 2008. http://hdl.handle.net/11449/91476.

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Made available in DSpace on 2014-06-11T19:25:21Z (GMT). No. of bitstreams: 0 Previous issue date: 2008-02-28Bitstream added on 2014-06-13T19:53:01Z : No. of bitstreams: 1 trigo_apm_me_ilha.pdf: 2296077 bytes, checksum: aa464f95de9d5130225ee4ae495722db (MD5) Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) No Brasil, o concreto armado é bastante empregado na confecção de pilares, vigas e lajes das estruturas de edificações. As lajes são utilizadas como piso ou forro e, considerandose que a laje de forro não demanda ações elevadas, quando comparada à laje de piso, pens

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Santos, Marcos Rebuá dos. "Análise numérica de lajes treliçadas pré-moldadas com adição de resíduo de borracha /." Ilha Solteira : [s.n.], 2009. http://hdl.handle.net/11449/91449.

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Resumo: Neste trabalho, resultados experimentais relacionados a flechas imediatas de protótipos de lajes pré-moldadas treliçadas biapoiadas, com concreto com e sem resíduo de borracha de pneu, são comparados com resultados numéricos obtidos com base nas recomendações da NBR 6118 (ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS - ABNT, 2003) e do CEB-90 (COMITÊ EURO-INTERNACIONAL DU BÉTON - CEB, 1993). Foram feitas as seguintes análises. Na primeira, aplicaram-se as recomendações dos códigos ao elemento estrutural como um todo visando avaliar a sua rigidez; em seguida, com a expressão procedente da re

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Santos, Marcos Rebuá dos [UNESP]. "Análise numérica de lajes treliçadas pré-moldadas com adição de resíduo de borracha." Universidade Estadual Paulista (UNESP), 2009. http://hdl.handle.net/11449/91449.

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Made available in DSpace on 2014-06-11T19:25:20Z (GMT). No. of bitstreams: 0 Previous issue date: 2009-04-13Bitstream added on 2014-06-13T20:53:07Z : No. of bitstreams: 1 santos_mr_me_ilha.pdf: 6170851 bytes, checksum: 7e371acd2e98e6056215eb6fcf122052 (MD5) Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) Neste trabalho, resultados experimentais relacionados a flechas imediatas de protótipos de lajes pré-moldadas treliçadas biapoiadas, com concreto com e sem resíduo de borracha de pneu, são comparados com resultados numéricos obtidos com base nas recomendações da NBR

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Vaňková, Jana. "Knižnica." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227245.

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Diploma thesis addresses the implementation and design of the new library object. The proposed building will serve as public city library with the possession of 102 200 book units. The building will offer department for adults as well as kids section, technical literature, an audiovisual collection, computer rooms and study rooms, reading rooms. There are also plenty of chill zones. In the building are additional services as coffee shop, gallery and lecture hall for different kinds of events and purposes. Library has three floors and one basement solved as an underground parking lot. The build

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Pourmohammadimojaveri, Samaneh. "High performance rubber concrete." Thesis, 2019. http://hdl.handle.net/1959.7/uws:55713.

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The fast development of the automotive industry after the Second World War led to the rapid accumulation of waste tyre rubber. Since 1963, finding applications for the use of waste tyres has become the center of attention for many researchers. Using waste tyres in concrete has been proposed by many researchers, but due to its flexibility combined with hydrophobicity, any structural applications of such concrete has been difficult to develop. The mechanical properties of concrete, such as its compressive strength, modulus of rupture and tensile strength, are adversely affected by the addition o

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Części książek na temat "Rubber reinforced concrete"

Klun, Mateja, Jakob Šušteršič, Rok Ercegovič, Matjaž Mikoš, and Andrej Kryžanowski. "Underwater Abrasion Resistance of Fibre Reinforced-Latex Modified Concrete with Granulated Rubber." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_49.

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AbstractIn this paper, we present and discuss the initial results of a large-scale research project involving laboratory and field investigations of abrasion resistance of different types of concrete. The decision to study in more detail the abrasion resistance of fibre-reinforced concrete with granulated rubber was based on the results of previous research projects, as well as on observations on the behaviour of concretes placed in the spillways of hydro power plants loaded with water and water-borne particles. Gravel aggregate, steel, polypropylene fibres, and granulated rubber were used to

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Prasad, Akula Diva, Pasupuleti Nageswara Rao, and Kusuma Sundara Kumar. "Studies on Natural Rubber Latex Modified Fiber Reinforced High Performance Concrete." In Proceedings of the International Conference on Computational Innovations and Emerging Trends (ICCIET 2024). Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-471-6_65.

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Kahil, Amar, Nacim Khelil, and Hamadoun Mamadou Issabre. "Tire Rubber-Silica Fume Fiber Reinforced Concrete (FRC): A Mechanical Evaluation." In Advances in Science, Technology & Innovation. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-75709-9_15.

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Lai, Dade, Lan Lin, Xiaoyu Yan, et al. "Development of a Steel Fiber-Reinforced Rubber Concrete for Jacketing of Bridge Piers Against Vehicular Impacts: Preliminary Results." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-91877-4_130.

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Ghafar, Wahab Abdul, Zhong Tao, Md Mehedi Hasan, and Zhang JingYu. "Seismic Analysis of a Hillside Reinforced Concrete Building Isolated by High-Damping Rubber Bearings Using DHI Model Type." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-4698-2_92.

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Raj Bharati, Ganesan N., and Shashikala A.P. "Strength and behaviour of steel fibre reinforced self-compacting rubberised concrete beams under flexure." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-871.

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Past studies indicate that addition of shredded rubber to concrete improves its ductility significantly. Also, the incorporation of steel fibres enhances the ductile and engineering properties remarkably. Considering these aspects, a sustainable composite having improved ductility has been developed by adding shredded scrap rubber to Self Compacting Concrete (SCC) as a partial replacement of fine aggregate. The flexural behaviour of Self Compacting Rubberised Concrete (SCRC) beams under monotonic loads has been studied. Besides this, the effect of adding steel fibres to SCRC to obtain Steel Fi

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"Retrofit of a reinforced concrete building with lead rubber bearing in Iran." In Concrete Repair, Rehabilitation and Retrofitting III. CRC Press, 2012. http://dx.doi.org/10.1201/b12750-218.

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"Compressive and flexural strength of Ultra-High Performance Fibre Reinforced Concrete containing recycled rubber crumb." In Sustainable Buildings and Structures. CRC Press, 2015. http://dx.doi.org/10.1201/b19239-12.

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Škrabl S. and Trauner L. "Stabilization of a creeping slope using deep drainage caissons." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-1401.

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The highway section &ldquo;Razdrto-Vipava&rdquo; is located on an unstable slope that is built on Eocene flysch covered with several 10-m-thick layers of limestone rubble with lenses and with the remnants of clay and rubble weathered and disintegrated flysch rocks. This paper deals with the conditions of a deep excavation between profile P288 and P294 at a depth of 32 m in the fossil scree of limestone rubble with an average depth of 30 m. During the construction, a creep slope of the total region to a depth of 30 m at an average speed of 1cm/year was activated. The area of the ranged

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Chui, Glennda. "Earth Sciences." In A Field Guide for Science Writers. Oxford University Press, 2005. http://dx.doi.org/10.1093/oso/9780195174991.003.0042.

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In August 1999, I stood in the ruins of a collapsed apartment building near Izmit, Turkey—one of 60,000 buildings destroyed in 40 seconds by the most powerful earthquake to strike a major city in nearly a century. It was a modern building surrounded by trees and greenery. A couch and a table stood intact in a room bright with potted flowers, now open to the air. A woman's coat had been carefully draped over the remains of a wall. As the stench of death rose around us, I wondered if the coat's owner was buried in the rubble beneath my feet. I was sent to Turkey to chase the science—to bring hom

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Streszczenia konferencji na temat "Rubber reinforced concrete"

Kessler, Richard J., and Rodney G. Powers. "Conductive Rubber as an Impressed Current Anode for Cathodic Protection of Steel Reinforced Concrete." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89374.

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Abstract A method has been developed using conductive rubber anodes to cathodically protect steel reinforced concrete piling in marine environments. An experimental system was installed on a bridge in Florida and has been monitored for two years. The data obtained indicate that conductive rubber is an effective anode for mitigating corrosion in the tidal area of concrete piling.

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Kessler, Richard J., Rodney G. Powers, and Ivan R. Lasa. "Case Studies of Impressed Current Cathodic Protection Systems for Marine Reinforced Concrete Structures in Florida." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06330.

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Abstract The Florida Department of Transportation has used impressed current cathodic protection on bridge substructures for over 20 years. Several types of these systems have been evaluated and some have been modified to better meet the needs of the structures. This paper describes the most utilized applications and the long term performance, maintenance, and installation costs associated with the successful operation of the systems. The presented applications use titanium mesh anodes installed in various configurations to meet the cathodic protection requirements and conform the structures'

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Kessler, R. J., R. G. Powers, and I. R. Lasa. "An Update on the Long Term Use of Cathodic Protection of Steel Reinforced Concrete Marine Structures." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02254.

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Abstract Cathodic protection has become the preferred method for mitigating corrosion of steel reinforcement in concrete in Florida’s marine bridge substructures. Over the past twenty years, the Florida Department of Transportation (FDOT) has installed a variety of cathodic protection systems including both impressed current systems and sacrificial anode systems. An overview of the installation and long term performance is presented for cathodic protection systems comprised of: 1) conductive rubber anodes, 2) titanium mesh anodes cast into structural concrete, 3) titanium mesh anodes cast into

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Barone, Stefano. "Italian Perspectives on Seismic Retrofitting: Unraveling the State of the Art in Building Isolation Techniques." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0386.

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The seismic retrofit of existing buildings stands as a proven and vital strategy in mitigating earthquake-induced damage. This method centers around the strategic integration of anti-seismic devices at the building's base to effectively decouple ground motion from the structure. Particularly crucial for existing structures, this retrofit strategy addresses the unique challenges posed by older buildings and ensures enhanced resilience against seismic events. These anti-seismic devices are characterized by their high vertical stiffness, substantial horizontal flexibility, and medium to

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Gopal, Mekhana, and S. Chaithra. "Mechanical Properties of Carbon Nanotubes Reinforced Rubberized Blended Cement Concrete." In 2nd International Conference on Modern Trends in Engineering Technology and Management. AIJR Publisher, 2023. http://dx.doi.org/10.21467/proceedings.160.11.

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Tyre disposal is a significant global environmental issue that poses environmental risks. Tyre rubber waste material, often known as crumb rubber, is a waste product that works well in concrete applications. It is possible to have more flexible concrete while using the waste tire rubber. The purpose concerning this study be able produce Carbon Nanotube Reinforced Rubberized Blended Cement Concrete utilizing waste tyre rubber and fly ash as a prejudiced substitute for fine aggregate and cement. In rubberized concrete, replacement of soil accompanying morsel elastic shows decreases in the substa

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"Properties and durability of polyvinyl alcohol (PVA) fiber-reinforced rubber mortar." In SP-334: Sustainable Concrete with Beneficial Byproducts. American Concrete Institute, 2019. http://dx.doi.org/10.14359/51720258.

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Aleksei, Polikutin, Potapov Yuri, Zyabukhin Pavel, Oforkaja Theophilus, and Davud Karakchi-Ogli. "Strength and crack resistance of rubber and reinforced concrete T-beams." In ADVANCES IN SUSTAINABLE CONSTRUCTION MATERIALS. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0109716.

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Nawar, Mahmoud T., Mohamed T. Elshazli, Ayman Elzohairy, Ahmed Eisa, and Hani Salim. "Improving Blast Resistance of Reinforced Concrete Beams Using Recycled Rubber Integration." In Structures Congress 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784486085.007.

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Oprisoreanu, Vasile-Virgil. "SEISMIC RETROFITTING OF A REINFORCED CONCRETE STRUCTURE USING MULTI-STAGE RUBBER BEARINGS." In 13th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING. Stef92 Technology, 2013. http://dx.doi.org/10.5593/sgem2013/ba1.v2/s05.024.

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Aung, Lwin Lwin, and Amphon Jarasjarungkiat. "Crash energy absorption aspects of reinforced concrete barriers with natural rubber sheet." In THE 7TH INTERNATIONAL CONFERENCE ON ENGINEERING, APPLIED SCIENCES AND TECHNOLOGY: (ICEAST2021). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0064505.

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