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Journal articles on the topic 'Flexural Test Split Tensile Test'

Author: Grafiati

Published: 5 June 2025

Last updated: 2 August 2025

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1

Awan, Herdi, Caterina Niken DWSBU, and Sasana Putra. "Pengaruh Serat Kulit Kayu Gelam Terhadap Kuat Tarik Lentur Beton Menggunakan Semen OPC." Jurnal Rekayasa Sipil dan Desain 8, no. 2 (2021): 385–94. https://doi.org/10.23960/jrsdd.v8i2.1356.

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The load from vehicles received by rigid pavement is characterized as dynamic load that move and change quantitively, so the r2eaction accepted by rigid pavement is the combination of compressive and tensile strength. In the reaserch, as the effort to know the effect of flexural and split tensile strength on normal quality concrete with 0%, 0,4%, 0,6% and 0,8%. The samples of flexural tensile strength testimonial use 60 cm x 15cm x 15 cm beam and the sampes of split tensile and compressive strength test use 15 cm x 30 cm cylinder. As the result, the concrete sample with 0,4% of volume fraction

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Mohamad, Daud, Salmia Beddu, Nur Liyana Mohd Kamal, Meena, and Seleman Karim. "The combination of conventional Roller Compacted Concrete (RCC) with the substitution of fly ash for fine aggregate replacement." MATEC Web of Conferences 400 (2024): 01006. http://dx.doi.org/10.1051/matecconf/202440001006.

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This study aimed to investigate the characteristics of roller-compacted concrete when fine aggregate is replaced with fly ash. The investigation focused on assessing workability, compressive strength, flexural strength, and split tensile strength of the concrete mixtures. Four testing methods were employed, including the slump test for workability assessment, the compression test for determining compressive strength, the flexural test for evaluating flexural strength, and the split tensile test for measuring split tensile strength. The fly ash used in this project was sourced from the powerpla

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Aditya, Yudha Gempa, Chatarina Niken D.W.S.B.U, and Sasana Putra. "Pengaruh Penggunaan Semen PCC pada Kuat Lentur Perkerasan Kaku dengan Penambahan Serat Kulit Kayu Gelam Pada Campuran Beton." Jurnal Rekayasa Sipil dan Desain 9, no. 1 (2021): 143–56. https://doi.org/10.23960/jrsdd.v9i1.1701.

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The flexural strength of rigid pavement is the dominant parameter that influences the concrete pavement performance. In general, concrete is weak against its flexural tensile strength. One alternative that can be used to increase its flexural tensile strength is by adding artificial fibers and/or natural fibers to the concrete mixture. The purpose of this research is to find the effect of adding gelam bark fibers towards compressive strength, split tensile strength, and flexural strength of concrete using PCC cement. In this study, the concrete mixture was added with various percentages of fib

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Mojeeburahman, Mashal, and Mujtaba Ishanzadah Said. "Effects of S2 Glass Fiber on Strength Properties of Normal Strength Concrete." Journal of Building Construction 4, no. 3 (2023): 1–11. https://doi.org/10.5281/zenodo.7507037.

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This study investigates the effects of S-2 glass fiber (S2-GF) with various contents on strength properties of normal strength concrete. The cement used in this study is ordinary type 1 Portland cement. Four series of concrete mixtures with 0.00%, 0.35%, 0.70%, and 1.05% by the weight of cement of S2-GF were prepared. The mixtures were then tested at 7, 14, and 28 days for compressive, flexural, and split tensile strength according to ASTM standards. Tests results showed that all compressive, flexural, and split tensile strengths increase with an increased amount of S2-GF contents. For an incr

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Dubey, Pranjul. "Experimental Assessment on the Performance of Steel-Fiber-Reinforced Concrete." International Journal for Research in Applied Science and Engineering Technology 12, no. 9 (2024): 1240–59. http://dx.doi.org/10.22214/ijraset.2024.64317.

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In previous years there is lots of research on fibre Reinforced concrete. In this project we make M 60 and replace steel fibre with volume of concrete. In addition, we also replace volume of cement with silica fume, fly ash and rice husk ash. This paper shows various mix design with different ratios of steel fibre, silica fume, fly ash and rice husk ash. We perform compression test, split tensile test and flexural test. The objective of this project was to understand the behaviour of steel fibre reinforced concrete with different additives such as silica fume, fly ash and rice husk ash with di

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Siranga, Meisye Mitha, Suryanti Rapang Tonapa, and Frans Phengkarsa. "The Effect of Using White Sand As Material High Quality Concrete Mix." Paulus Civil Engineering Journal 3, no. 3 (2021): 49–61. http://dx.doi.org/10.52722/pcej.v3i3.284.

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The use of concrete in Indonesia cannot be separated from skyscrapers, bridges with long spans, and underground buildings which generally have a larger load, so the use of high-strength concrete is necessary. This study aims to determine the value of compressive strength, split tensile strength, flexural strength, modulus of elasticity of concrete and determine the workability of fresh concrete with the addition of 0.8% superplaticizer. The test objects used in the form of cylinders with a diameter of 15 cm and a height of 30 cm as many as 15 pieces, and 3 pieces of blocks measuring 15 cm × 15

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Setiyawan, Prabowo. "Behavior of Normal Concrete Reinforced with Fiber." Journal of Advanced Civil and Environmental Engineering 4, no. 2 (2021): 123. http://dx.doi.org/10.30659/jacee.4.2.123-129.

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Concrete is a material with the ability to withstand a fairly high pressure, yet it has a low ability to withstand tension. To be utilized as a structure material, improvements need to be made to increase its tensile strength. Addition of fiber in the concrete mixture is recognized to be one among the existing methods to increase the tensile strength. Considering its high tensile strength, This study aimed to examine the compressive strength, the split tensile strength, the flexural and elastic modulus of the normal concrete with Menjalin fibers. The examination was conducted using a cylinder

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Kustirini, A., A. Situmorang, and A. Muldiyanto. "Mechanical Properties Geopolymer Concrete Based on Fly Ash PLTU Tanjung Jati B Jepara As An Alternative Material." IOP Conference Series: Earth and Environmental Science 1321, no. 1 (2024): 012038. http://dx.doi.org/10.1088/1755-1315/1321/1/012038.

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Abstract Geopolymer concrete is a new material and has very good prospects because it does not use cement, where the material uses environmentally friendly materials and is energy-efficient, because it can use industrial waste materials and manufacturing processes. Geopolymer concrete does not require too much energy, as does the process from making cement which requires at least temperatures up for 800°C. The aim of this study is to evaluate and examine the worth of geopolymer concrete’s mechanical qualities. Compression tests, split tests, and flexural strength tests on geopolymer concrete a

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Kushartomo, Widodo, and Dewi Permata Sari. "Sifat Mekanis Beton Normal dengan Campuran Tepung Marmer." MEDIA KOMUNIKASI TEKNIK SIPIL 24, no. 1 (2018): 71. http://dx.doi.org/10.14710/mkts.v24i1.17525.

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This study is describe about the mechanical properties of normal concrete by adding of marble flour based on the mixed plan made. The compressive strength of the planned test object fc '20.0 and fc' 30.0 MPa was prepared by using the ACI method. The addition of marble flour in a concrete mixture varies from 0%, 5%, 10%, 15%, 20% and 25% to the weight of the cement used. Concrete test specimens were made in the form of cylinders 15.0 cm in diameter, 30.0 cm in height and made in the form of concrete beams measuring 15.0 cm x 15.0 cm x 75.0 cm, the type of mechanical testing performed in the for

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Jovan Perdhana, Bambang Wedyantadji, and Vega Aditama. "PENGGUNAAN LIMBAH ABU KAYU HALABAN SEBAGAI BAHAN TAMBAHAN SEBAGIAN SEMEN PADA CAMPURAN BETON." SONDIR 6, no. 1 (2022): 46–55. http://dx.doi.org/10.36040/sondir.v6i1.5173.

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Halaban wood ash is the result of chemical changes from the process of burning Halaban wood with a fire of about ±1000ºC and it takes about 150 minutes to turn the wood lump cells into ash. Halaban wood ash contains silica which is a good aggregate binder and is quite high, so it has pozzolanic properties. This study aims to determine the effect of adding ash from burning halaban wood on the mechanical properties of concrete and also knowing the optimum percentage of halaban wood ash from 0%, 5%, 10%, 15% in terms of compressive strength of concrete, split tensile strength of concrete and flex

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Narasimhulu, E., M. Munichandu, L. Keerthi, et al. "Enhancing Mechanical Properties of M30 Grade Concrete through Ceramic Waste as Coarse Aggregate Replacement." Applied Mechanics and Materials 923 (December 27, 2024): 103–7. https://doi.org/10.4028/p-xbey0c.

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This research study explores the possible of ceramic waste (CW) as a substitute for gravel in M30 grade concrete to enhance its mechanical properties. Concrete mixes were prepared with varying % of ceramic waste replacement (0%, 5%, 10%, and 15%) to explore the impact on compressive, split tensile, and flexural strengths. The compressive strength test assesses the concrete ability to withstand axial loads, while the split tensile strength test assess the worth of its resistance to tensile forces. Additionally, the flexural strength test measures the concrete's capability to resist bending stre

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Li, Fangyuan, Yunxuan Cui, Chengyuan Cao, and Peifeng Wu. "Experimental study of the tensile and flexural mechanical properties of directionally distributed steel fibre-reinforced concrete." Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications 233, no. 9 (2018): 1721–32. http://dx.doi.org/10.1177/1464420718782555.

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Directionally distributed steel fibre-reinforced concrete has been proposed as a novel concrete because of its high tensile strength and crack resistance in specific directions. Based on the existing studies of the effect of the fibre direction on the mechanical properties of fibre-reinforced concrete, the authors in this paper performed further studies of the mechanical properties of directionally distributed steel fibre-reinforced concrete by conducting split tensile and bending tests. The split tensile strength of the directionally distributed fibre-reinforced concrete clearly exhibited ani

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Srujan, Varma Kaithoju. "BEHAVIOUR OF CONCRETE WITH NON BIO DEGRADABLE MATERIALS." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 4, no. 9 (2017): 146–52. https://doi.org/10.5281/zenodo.999287.

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This work presents the behavior of M25 grade concrete with partial replacement of fine and coarse aggregate with non bio degradable plastic granules and waste tyre rubber. The main intention of this work is to conceal the non bio degradable materials like waste plastics and waste tyre rubber in concrete which cause harm to environment, thus creating an eco friendly concrete. For this purpose cubes, cylinders and beams were cast with varying percentages of plastic granules(0%, 5%, 10%, 15%, 20%, 25%) and waste tyre rubber chips (0%, 5%, 10%, 15%, 20%, 25%)by volume of fine aggregate and by weig

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Li, Jiuyang, Xinmei Fan, Yuepeng Zhu, et al. "Study on the effect of polypropylene fiber shape and admixture on the mechanical properties of concrete." Journal of Physics: Conference Series 2808, no. 1 (2024): 012088. http://dx.doi.org/10.1088/1742-6596/2808/1/012088.

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Abstract The effect of three different shapes of PPF on the mechanical properties of concrete at different dosages was investigated. Cubic compressive ability test, split tensile ability test, and flexural ability test were conducted on polypropylene fiber concrete to analyze the effect of PPF on compressive ability, tensile compression ratio, and flexural compression ratio. The study shows that as the shape and admixture of polypropylene fibers have an impact on the compressive strength of concrete, monofilament-type polypropylene fibers will have the worst effect on the enhancement of the ef

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Susmita, Samonta, Arafat Mim Yeasir, Abul Hasan Md., and Tarif Aziz Md. "The Effectiveness of Utilizing Polypropylene Fiber and Superabsorbent Polymer Derived from Waste Diapers in Evaluating the Mechanical Strength of Concrete." Journal of Building Construction 6, no. 3 (2024): 10–39. https://doi.org/10.5281/zenodo.13822106.

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<em>In current times, a significant proportion of landfilling activities are attributed to the haphazard disposal of diapers used for infant waste management. In order to mitigate the adverse environmental impact of disposable waste diapers, a potential approach to consider is the utilization of polypropylene fiber (PPF) and superabsorbent polymer (SAP) from disposable shredded waste baby diapers (SWDs) as substitutes in concrete, thereby replacing a certain amount of conventional materials. This study utilized three varying percentages (0.1%, 0.3%, and 0.5%) of PPF, each with a consistent siz

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Ms.S.Bharathi, Dr.A.M.Arunmohan, Dr.A.Karthik, Hariharan A, and Arwin S. "Experimental Study On Strength of Concrete Using Nano silica." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 02 (2024): 41–46. http://dx.doi.org/10.47392/irjaeh.2024.0009.

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The test on hardened concrete were destructive test on cube for size (150×150×150 mm) at 7, 14, 28 days of curing as per IS: 516-1959, flexural strength test on beam (100×100×500 mm) at 7, 14, 28 days of curing as per IS: 516-1959 and split tensile strength test on cylinder (100mmφ×200mm) at7, 14, 28 days of curing as per IS: 5816-1999. The primary aim of this study is to assess the effectiveness of silica fume as a pozzolanic material for replacing cement in concrete. It is anticipated that incorporating silica fume into concrete will enhance its strength properties. In this study, the combin

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M, Usha, and P. Poluraju. "Comparing is code specified flexural strength of concrete with split tensile strength by conducting test on cubes." International Journal of Engineering & Technology 7, no. 2.1 (2018): 51. http://dx.doi.org/10.14419/ijet.v7i2.1.9883.

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The present study aims at investigating the Code IS 456 specified flexure strengths of concrete. This investigation involved carrying out a split tensile test on cubes. The design mix calculations for M20, M25, M30, M40, M50 and M60 were done. Steel fibers were used to improve the resistance of fracture and tensile strength of concrete by its volume percentage of 1%, 2% and 3% for all the grades. The testwas carried out on the universal testing machine using billets to apply point load on exactly mid of the cube. It was observed that the code specified flexure strength is a conservative estima

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18

Deng, Peng, Yuhua Zhou, Jinlei Wang, Yan Liu, Xuening Wang, and Cong Tan. "Experimental study on the mechanical properties of lightweight aggregate concrete mixed with fly ash and shells." Cement Wapno Beton 29, no. 5 (2025): 375–93. https://doi.org/10.32047/cwb.2024.29.5.3.

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In this study, lightweight aggregate concrete [LWAC] was prepared by partially replacing cement with fly ash and partially substituting river sand with shell. The effects of fly ash and shell on the mechanical properties of concrete were studied by compressive test, splitting tensile test and flexural test. In addition, the specimens were microscopically analyzed by SEM electron microscopy. The results showed that both the compressive strength and splitting tensile strength decreased gradually with the increase of fly ash replacement ratio, but the maximum reduction was only 1.4 % and 3.1 % wh

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Pratama, Lantif Anggrahita, Ahmad Hakam Rifqi, and Muhtarom Riyadi. "KINERJA SERAT KAWAT BENDRAT SEBAGAI BAHAN TAMBAH BETON FAS 0.4." Construction and Material Journal 3, no. 1 (2021): 33–40. http://dx.doi.org/10.32722/cmj.v3i1.3744.

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Concrete is the most important part of a construction building. The purpose of this study was to examine how the comparison of physical and mechanical properties and optimum levels of the addition of straight tie wire as an added material with a water-cement ratio of 0.4. The percentage of addition of straight tie wire: 0%, 0.5%, 0.75%, 1.0%, of the total weight of the specimen with a tie-wire length of 8 cm. The test specimens for compressive strength, modulus of elasticity, and split tensile are in the form of a cylinder with a diameter of 15 cm and a height of 30 cm, and the specimen for fl

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20

Faizan, Rasool Dar, and Singh Brahamjeet. "Study of Optimum Mix Design of Light-Weight Self Compaction Concrete." International Journal of Innovative Research in Computer Science and Technology (IJIRCST) 11, no. 04 (2023): 48–56. https://doi.org/10.55524/ijircst.2023.11.4.9.

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The tremendous growth in population, globalization and industrialization have led to the development of the construction sectors. The construction sector contributes a majorly to the development of the country based on its infrastructural needs. Also, concrete turns out to be the best and greatest construction building material in the global scenario. Concrete has become a highly sorted-out construction material because it could be cast in-situ and precast satisfying the construction feasibilities. The concrete is bifurcated into special types of concrete for decades. One such special type inc

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Kumutha, R., and K. Vijai. "Effect of Recycled Coarse Aggregates in Properties of Concrete." Journal of Green Building 3, no. 4 (2008): 130–37. http://dx.doi.org/10.3992/jgb.3.4.130.

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The properties of concrete containing coarse recycled aggregates were investigated. Laboratory trials were conducted to investigate the possibility of using recycled aggregates from the demolition wastes available locally as the replacement of natural coarse aggregates in concrete. A series of tests were carried out to determine the density, compressive strength, split tensile strength, flexural strength and modulus of elasticity of concrete with and without recycled aggregates. The water cement ratio was kept constant for all the mixes. The coarse aggregate in concrete was replaced with 0%, 2

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Panghal, H., and A. Kumar. "Structural aspects of concrete incorporating recycled coarse aggregates from construction and demolished waste." Materiales de Construcción 74, no. 353 (2024): e337. http://dx.doi.org/10.3989/mc.2024.360023.

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The study explores the potential of recycling construction and demolition waste into recycled coarse aggregates (RCA) to decrease waste generation and carbon footprint, using a standard compacting effort to calculate compressive strength and particle packing density in a specific cylindrical volume. This study investigates the impact of RCA on concrete’s workability, compressive strength, flexural, split tensile, drying shrinkage, electrical resistivity, rapid chloride penetration, and microstructural characteristics using XRD, SEM, and EDAX. Test findings showed that increasing the replacemen

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Kandekar, S. B., and S. K. Wakchaure. "Strength of Concrete using Clay as a Partial Replacement of Binder Content with and Without Lime." International Journal of Recent Technology and Engineering (IJRTE) 10, no. 3 (2021): 1–6. http://dx.doi.org/10.35940/ijrte.b6275.0910321.

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Materials are the most important component of building construction. The demands of construction material are increasing day by day significantly. This demand is increasing the material prices and scarcity of material in construction industry. To achieve economical and eco-friendly criteria naturally occurring material is selected. Clay is a natural material and it can be available easily. This paper interprets the experimental investigation on strength of concrete using clay as a partial replacement to binder content (cement) in concrete. The replacement percentages are grouped as 0%, 10%, 20

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Sachin, B. Kandekar, and K. Wakchaure Swati. "Strength of Concrete using Clay as a Partial Replacement of Binder Content with and Without Lime." International Journal of Recent Technology and Engineering (IJRTE) 10, no. 3 (2021): 1–6. https://doi.org/10.35940/ijrte.B6275.0910321.

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Materials are the most important component of building construction. The demands of construction material are increasing day by day significantly. This demand is increasing the material prices and scarcity of material in construction industry. To achieve economical and eco-friendly criteria naturally occurring material is selected. Clay is a natural material and it can be available easily. This paper interprets the experimental investigation on strength of concrete using clay as a partial replacement to binder content (cement) in concrete. The replacement percentages are grouped as 0%, 10%, 20

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Hima Bindu, Kotha, Mudigonda Rathna Chary, Jagadish Shrisaila Haranatti, Lakkoju Venkateswara Rao, Padma Vijetha Dev, and Evgeny Vladimirovich Kotov. "Behavior of High Strength Reinforced Cement Concrete with Polypropylene and Steel Fibres." MATEC Web of Conferences 392 (2024): 01011. http://dx.doi.org/10.1051/matecconf/202439201011.

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The robustness, hardness, and longevity of high strength conventional concrete have long been sought after qualities. Fibre reinforced concrete (FRC) was created to address shortcomings. The purpose of fibres used is to control cracking and to enhance tensile strength, flexural strength, toughness, impact strength, and failure mode by enhancing post-cracking ductility. To study the influence of specimen size on the flexural behavior of high strength reinforced cement concrete of 60 MPa with hybrid fibres . The current work aimed to investigate the size effect of high strength, polypropylene an

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Mounika, C. "Evaluation of Interlocking Brick." International Journal for Research in Applied Science and Engineering Technology 9, no. 8 (2021): 3002–8. http://dx.doi.org/10.22214/ijraset.2021.37895.

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Abstract: The main aim of this project is to evaluate mechanical properties of interlocking bricks using coir fiber powder as a substitute of cement and rubber tire waste as a substitute of fine aggregate (sand) with varying percentages of 0%, 1%, 2% & 3% and 0%, 5%, 10% & 15% in concrete and to help in solving environmental problem produced from disposing of waste tires and coir husk partially. Additionally fly ash was also added with varying percentages of 5%, 10% and 15% as a substitute to cement in a concrete mix. Several laboratory tests such as compressive strength test, flexural

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Chirag R. Odedra. "Mechanical Performance Optimization of Concrete Using Combined Nano-Silica and Nano-Alumina." Journal of Information Systems Engineering and Management 9, no. 4s (2024): 1241–53. https://doi.org/10.52783/jisem.v9i4s.11854.

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Concrete remains the most widely used construction material in the world, owing to its cost-effectiveness and durability. However, the brittle nature of concrete and its propensity for cracking limit those applications that involve high tensile/flexural strength. Incorporation of nanomaterials like nano-silica (nS) and nano-alumina (nA) will improve the mechanical properties of concrete through filler and pozzolanic effects. This work investigates the influence of adding nS and nA at replacement levels from 0 to 4% on certain important characteristics of concrete belonging to the M30 grade: co

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Pathan, Tabassum A., and Rashida A. Jhumarwala. "Evaluation of Mechanical Properties of High Strength Banana Fibre Concrete (HSBFC) incorporating Fly ash and Silica fume." International Journal for Research in Applied Science and Engineering Technology 10, no. 12 (2022): 780–85. http://dx.doi.org/10.22214/ijraset.2022.47892.

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Abstract: Concrete is the most dynamic engineering material in construction industry because of its strength properties as well as its durability. The consumption of raw materials not only depleted natural resources but also increases the toxic material in the environment by the construction industries. Now a days the by using the banana fibre in concrete is an efficient sustainable method. The paper presents an Evaluation of Mechanical Properties of High Strength Banana Fibre Concrete (HSBFC) incorporating Fly ash and Silica fume in concrete. Banana fibers are widely available worldwide as ag

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Garg, Varundeep, and Vijay Kumar. "Impact of curing regime on modified interlocking paver blocks." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012036. http://dx.doi.org/10.1088/1755-1315/1110/1/012036.

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Abstract This research illustrated the variations in strength by substituting copper slag and fly ash to the paver block and it was treated under the curing regime that is normal curing, immersion curing and gunny bag curing. Zig-zag shape paver blocks were constructed for this research. 35% of copper slag was substituted with sand and 25% fly ash with cement. Abrasion test, water absorption test, compression test, flexural test and split-tensile test were carried out to compare the strengths in between both the mixes such as conventional mix and substitution mix. In comparison the values of a

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Del Savio, Alexandre Almeida, Darwin La Torre, and Juan P. Cedrón. "Experimental Volume Incidence Study and the Relationship of Polypropylene Macrofiber Slenderness to the Mechanical Strengths of Fiber-Reinforced Concretes." Applied Sciences 12, no. 18 (2022): 9126. http://dx.doi.org/10.3390/app12189126.

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An experimental study was conducted to examine the mechanical strengths of concretes with straight high-strength knurled polypropylene macrofibers. Incidences of concrete mechanical strengths were determined for three different fiber dosages and lengths. In addition, compressive, indirect-splitting-test tensile, and flexural strengths were determined through testing. The results showed no statistically significant correlation between the volume and length of fibers with the compressive strength of polypropylene fiber-reinforced concrete (PPFRC). However, there was a statistically significant c

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Paa, Mikel, Frans Phengkarsa, and Lisa Febriani. "Pengaruh Agregat Tambang Sangkaropi’ Dan Sandblasting Pada Beton." Paulus Civil Engineering Journal 4, no. 1 (2022): 150–60. http://dx.doi.org/10.52722/pcej.v4i1.388.

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Concrete is a composite building material made from a combination of aggregate and cement binder. The most common form of concrete is Portland cement concrete, which is composed of mineral aggregate, cement and water. It is usually believed that concrete dries after mixing and laying. In increasing the strength or quality of concrete, the coarse aggregate used comes from the Sangkaropi mine because in addition to the rare use of aggregate there, the Sangkaropi mine stone also contains minerals such as calcium oxide, silica dioxide, aluminum oxide. By adding materials, both in coarse aggregate

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AKINYEMI, Banjo A., and Temidayo E. OMONIYI. "ENGINEERING PROPERTIES OF ACRYLIC EMULSION POLYMER MODIFIED BAMBOO REINFORCED CEMENT BONDED COMPOSITES." Engineering Structures and Technologies 9, no. 3 (2017): 126–32. http://dx.doi.org/10.3846/2029882x.2017.1371085.

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In this study, bamboo fibres from Bambusa Vulgaris species were used as reinforcement materials for acrylic emulsion polymer modified concrete to determine their engineering properties and elemental compositions. Moisture absorption, density and percentage voids were investigated as well as the compressive strength, flexural strength and split tensile strength at 28, 45 and 60 days of air curing. Acrylic polymers reduced moisture intake, increased the densities and led to another increase in percentage of voids but composite samples with bamboo fibre inclusions at 1.5% and 10% polymers with 1.

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Mr.S.Ravisankar, Mr. M.Vazhivittan, and Dr.A.M. Arun Mohan. "EXPERIMENTAL STUDY ON STRENGTH OF CONCRETE USING NANO SILICA." international journal of engineering technology and management sciences 8, no. 2 (2024): 160–64. http://dx.doi.org/10.46647/ijetms.2024.v08i02.021.

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Thetestonhardenedconcreteweredestructivetestoncubeforsize(150×150×150 mm) at 7, 14, 28 days of curing as per IS: 516-1959, flexural strength test on beam (100×100×500 mm) at 7, 14, 28 days of curing as per IS:516-1959 and split tensile strength test on cylinder (100mmφ×200mm) at 7,14,28 days of curing as per IS: 5816-1999.The main objective of this work is to study the suitability of the silica fume as a pozzolonic material for cement in concrete. However it is expected that the use of silica fume in concrete improve the strength properties of concrete. In this study the combination of 5% nano

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Jena, Biswajit, Sourya Snigdha Mohapatra, Kapileswar Mishra, Avijit Mohapatra, and Bipin Bihari Mohanty. "Improved mechanical properties of concrete made with environmental by-products exposed to saline water." IOP Conference Series: Earth and Environmental Science 1086, no. 1 (2022): 012041. http://dx.doi.org/10.1088/1755-1315/1086/1/012041.

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Abstract This study aimed to determine the strength and chloride content of marine concrete if fly ash and silica fume were used to replace a portion of the conventional Portland cement (OPC). The study was done so that these goals could be reached. W/C of 0.42 to make M30 grade concrete. Even though the number of parts that go into making OPC concrete is the same, using SP cuts the amount of water needed to make mixed concrete by 20%. Several different experiments that were done with different mixtures back up this conclusion. Compressive strength, flexural strength, and split tensile strengt

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Sajan, Sharma, and Singh Gurvinder. "Enhancing the Strength Properties of Self-Compacting Concrete with Fiber Reinforcement." International Journal of Emerging Science and Engineering (IJESE) 6, no. 5 (2019): 5–8. https://doi.org/10.35940/ijrte.E2284.078219.

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Self-compacting concrete is one that is flow able by its own. The SCC is suitable for placing in dense reinforcement structures. It is a new generation performance concrete known for its outstanding deformity and high resistance to bleeding. The concrete is frail material which is comparatively tough in compression but fragile in tension. The tensile strength of concrete is improved by addition of fibers in the concrete mix. The addition of such fibers has negative consequence on the workability of concrete. Various types of fibers are used in concrete to provide the higher flexural strength a

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Shukla, Jigyasa, and Harsh Gupta. "STUDY AND ANALYSIS OF EFFECT OF STRENGTH PROPERTIES IN CALCINED KAOLIN AND SILICA FUME." International Journal of Research -GRANTHAALAYAH 8, no. 6 (2020): 263–69. http://dx.doi.org/10.29121/granthaalayah.v8.i6.2020.575.

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This paper present the study of various strength such as compressive strength, split tensile strength and flexural strength during 7 and 28 day. It is construct the specimens size 15cm X 15cm X 15cm for testing purpose which depend upon the size of aggregate. Test results are indicated that strength performance of concrete well as in durability aspect are improved using of Silica fume

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Tadiboina, Naga Venkata Vamsi Krishna, and U. V. Narayana Rao. "Investigation of Mechanical Properties of M-sand concrete with Polypropylene and Steel fibers." IOP Conference Series: Earth and Environmental Science 1130, no. 1 (2023): 012047. http://dx.doi.org/10.1088/1755-1315/1130/1/012047.

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Abstract This study looks into the impact of the adding of polypropylene(pp) and Hooked-end steel (HES) fibre on the mechanical characteristics of M-sand concrete (MSC). HES fibres with a 30-mm length were used at 1% to the weight of the cement for every mix and Polypropylene(pp) fibers with length 12-mm were used at the content of 0.25%, 0.50%, and 0.75% and 1%. All the mixes were produced with the mixing of HES and pp fibers. All the mixes with fiber-reinforced concretes (FRC) contained 60% M-sand as fine aggregate (FA) replacement. For increment of workability, the super plasticizer is also

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Hijriah, Hijriah, Noor Zaqiyah Muhding, Muhammad Fajrin Wahab, Ardiansyah Fauzi, Rossana Margaret Kadar Yanti, and Riyan Benny Sukmara. "The Effect of Adding Coconut Coir Fiber on Compressive Strength, Tensile Strength, and Concrete Flexural Strength in Eco-Friendly Tetrapod Planning in Coastal Areas of IKN Supporting Cities." CIVED 11, no. 1 (2024): 120–34. http://dx.doi.org/10.24036/cived.v11i1.515.

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Beaches often experience erosion or abrasion problems caused by various factors, such as climate change which triggers rising sea levels, high waves, human activities such as beach reclamation, and infrastructure construction that is not environmentally friendly, triggering erosion on the coast. In the coastal area of the city that supports IKN, which is located in the Balikpapan area, Manggar Beach, also experiences abrasion which causes land to narrow in that area. The abrasion that occurs erodes the coastal area around 7-8 meters every year. To produce environmentally friendly infrastructur

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Jain, Sudhir Kumar. "Experimental Investigation on Waste Utilization of Steel Fiber and SCBA in Concrete with Partially Replacement of Cement." International Journal for Research in Applied Science and Engineering Technology 9, no. 11 (2021): 1823–25. http://dx.doi.org/10.22214/ijraset.2021.39043.

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Abstract: In the present study the effect of Suarcane bagasse ash and steel Fiber on the strength of concrete is investigated. The addition of bagasse ash not only helps in reducing pollution but also leads to sustainable development of the country. From the literature it has been observed that bagasse ash significantly increases the strength of concrete and it can be used as a partial replacement of cement in the concrete. In these trial examination work concrete cubes, cylinders and beams of M-25 grade were casted and tested to inspect different properties of concrete like compressive streng

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Marcalikova, Z., and R. Cajka. "Determination of Mechanical Properties of Fiber Reinforced Concrete for Numerical Modelling." Civil and Environmental Engineering 16, no. 1 (2020): 86–106. http://dx.doi.org/10.2478/cee-2020-0010.

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AbstractThe paper deals with the determination of mechanical properties of fiber reinforced concrete in dependence on various dosages and recipe of concrete. The mechanical properties were determined for the default recipe of concrete, where the individual variants differ in the amount of fibers. The fibers dosing was 0, 25, 50 and 75 kg/m3. At the highest dosage of 75 kg/m3, the recipe is optimized with regard to the microstructure of the concrete. In the experimental program were determined compressive strength, modulus of elasticity, split tensile strength, flexural tensile strength and loa

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Riana, Netta, Vera Agustriana Noorhidana, Laksmi Irianti, and Fikri Alami. "Analisis Perbandingan Pengaruh Penambahan Serat Baja Karbon 3D Dramix dan Serat Kawat Bendrat Terhadap Kuat Tekan, Kuat Tarik Belah, dan Kuat Tarik Lentur Pada Beton Mutu Normal." Jurnal Rekayasa Sipil dan Desain 10, no. 2 (2022): 373–83. https://doi.org/10.23960/jrsdd.v10i2.2629.

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AbstractIn general, the structural characteristics of concrete are that it has a high compressive strength but is weak in tensile strength. The aim of this study was to coMPare the effects of adding Dramix 3D carbon steel fiber and bendrat wire fiber on the compressive strength, split tensile strength, and flexural tensile strength in normal quality concrete. In this study, the addition of Dramix 3D carbon steel fiber and bendrat wire fiber with volume fractions of 0%, 1%, 1.5%, and 2% of the volume of the concrete mix was evaluated. The samples for this study were a cylinder with a diameter o

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Verma, Somesh. "Experimental Investigation on Waste Utilization of Steel fiber and SCBA in Concrete with Partially Replacement of Cement." International Journal for Research in Applied Science and Engineering Technology 9, no. 12 (2021): 1048–51. http://dx.doi.org/10.22214/ijraset.2021.39396.

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Abstract: This work presents the determination of the mechanical properties (compression, split tensile and flexural) of the specimens (cubes, cylinders and beams). The test specimens are M60 high strength concrete which includes ground granulated blast furnace slag (0%,10%, 20%, 30% and 40%) and fly ash (0% 10%, 20%, 30% and 40%) to obtain the desired resistances and properties. Finally, we used granulated blast furnace in different percentages as cement and concrete were replaced. We prepared concrete cubes, beams and cylinders and stored them for a 28-day cure. The tests are performed after

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Hazairin, Erma Desmaliana, Bernardinus Herbudiman, and Wira Yudha Saputra. "Mechanical properties of porous concrete with variations of coarse aggregate gradation." MATEC Web of Conferences 276 (2019): 01027. http://dx.doi.org/10.1051/matecconf/201927601027.

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Porous concrete is an innovation in sustainable concrete technology, which has high porosity concrete without fine aggregate. Porous concrete used in rain gardens, planter boxes, permeable pavements at urban open spaces could absorb rainwater so it can reduce run-off. This experimental study purposes to determine the compressive, split-tensile, flexural strengths, and permeability of porous concrete with various gradation of coarse aggregates. This study used a concrete mixture with coarse aggregate gradation variations of gap, continuous, and uniform on the water cement ratio of 0.4. The test

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Rathod, Girishkumar, and Pof S. H. Sanni. "Microstructure Studies on the Effect of Alkaline Activators to Flyash Ratio on Geopolymer Concrete." International Journal for Research in Applied Science and Engineering Technology 11, no. 3 (2023): 1220–25. http://dx.doi.org/10.22214/ijraset.2023.49638.

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Abstract: Fly ash-based geopolymers are new binding materials produced to replace the ordinary Portland cement used in concrete. In this research, the effect of alkaline activators to flyash ratio on the compressive, split tensile, flexural strength and microstructural study of fly ash-based geopolymers were studied. Alkaline activators to fly ash ratios of 0.30, 0.35, 0.40 and 0.45 and ratio of sodium silicate (Na2SiO3) to sodium hydroxide (NaOH) maintained constant throughout the study. The alkaline activator solution was prepared by mixing sodium silicate (Na2SiO3) with a 12M NaOH solution.

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V., S. N. V. L. GANESH, E. V. RAGHAVA RAO DR., and CHENNAKESAVA RAO N. "PARTIAL REPLACEMENT OF CEMENT WITH TILE POWDER IN M40 GRADE CONCRETE." IJIERT - International Journal of Innovations in Engineering Research and Technology 5, no. 7 (2018): 34–39. https://doi.org/10.5281/zenodo.1445465.

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<strong><strong> </strong>Ceramic waste deposit cau ses different types of environmental pollution like a ir,water and soil pollution . Tile powder is a fine residue after manufacturing of tiles. Chemical composition tests conduct ed on the ceramic tile proved that it contain s 64.56% silica,which is a p redominent feature of pozzol ans. The use of waste products produced by tile industries has been focused to reduce it for industries and economical reasons. The usage of more cement in concrete becomes uneconomical which is partially replaced with tile powder in cement concrete. For this

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Arun Kumar, H. R., and B. Shivakumaraswamy. "Experimental Investigation of Flow and Mechanical Properties of Fibrofor Fiber Reinforced Self-Compacting Concrete." Asian Journal of Engineering and Applied Technology 8, no. 2 (2019): 8–15. http://dx.doi.org/10.51983/ajeat-2019.8.2.1146.

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Self Compacting Concrete is a material used in the construction that has excellent deformability in the fresh state and high resistance of segregation, and can be replaced and compacted under its self-weight without applying vibration which leads to substantial advantages related to better homogeneity, enhancement of working environment and improvement in the productivity by increasing the speed of construction. Concrete can be formulated with high compressive strength but always has lower tensile strength. Tensile strength and other properties of concrete can be enhanced by adding fibers due

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RAHIMULLAH, HABIBZAI, and SHIGEISHI MITSUHIRO. "Acoustic Emission testing and utilization of polymer cement mortar mixed with steel fiber to repair cracks in buildings." International Journal of Advanced Structures and Geotechnical Engineering 08, no. 01 (2020): 01–05. https://doi.org/10.5281/zenodo.3935338.

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This study investigates the mechanical properties of polymer cement mortar mixed with steel fiber to repair the cracked elements of buildings. The utilization of steel fiber mixed with blended polymer cement mortar significantly improved the flexural, shear strength, and tensile strength of specimens. In this study, 24 cylinders and 3 small prisms specimens were prepared and tested. The compressive strength, split tensile strength and flexural strength tests were performed. During the flexural test of specimens, a sensor was installed to detect the acoustic emission of spec

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Habibzai, Rahimullah, Mitsuhiro Shigeishi, and Naser Khan. "Acoustic Emission testing and utilization of polymer cement mortar mixed with steel fiber to repair cracks in buildings." International Journal of Advanced Structures and Geotechnical Engineering 08, no. 01 (2020): 01–05. https://doi.org/10.5281/zenodo.14604170.

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This study investigates the mechanical properties of polymer cement mortar mixed with steel fiber to repair the cracked elements of buildings. The utilization of steel fiber mixed with blended polymer cement mortar significantly improved the flexural, shear strength, and tensile strength of specimens. In this study, 24cylinders and 3 small prisms specimens were prepared and tested. The compressive strength, split tensile strength and flexural strength tests were performed. During the flexural test of specimens, a sensor was installed to detect the acoustic emission of speci

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Maqbool, farhan, and Jagdish Chand. "A study based upon the effect of polyvinyl alcohol fiber, iron slag and fly ash over the strength aspects of geo-polymer concrete." IOP Conference Series: Earth and Environmental Science 889, no. 1 (2021): 012051. http://dx.doi.org/10.1088/1755-1315/889/1/012051.

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Abstract In this research work fly ash, iron slag and polyvinyl alcohol fiber was utilized to enhance the strength parameters of the concrete. Fly ash and iron slag were used as replacement of the cement and polyvinyl alcohol fiber was used as an additive at 0 %, 2 %, 3 % and 4 %. After this several samples were casted and then verified for numerous test. Compressive strength test was executed and it finds out that concrete containing Polyvinyl Alcohol fibers (with different curing methods) was showing increasing strength as compared to concrete deprived of Fiber. Specimens of oven cured sampl

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Panchalingala, Pravalika. "Experimental Study on Geopolymer Concrete with Replacement of Fly ASH and GGBS." International Journal for Research in Applied Science and Engineering Technology 9, no. 8 (2021): 2814–19. http://dx.doi.org/10.22214/ijraset.2021.37873.

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Abstract: In Twenty First century infrastructure development concrete has come out as the dominant construction material due to its longevity and strength. The main component used in the concrete preparation is ordinary Portland cement whose production release large amount of carbon dioxide into atmosphere that causes greenhouse effects. Various surveys suggest industries around the globe contribute about 6%of carbon dioxide that is releasing into the atmosphere. In spite of this major environmental concern, we cannot reduce the use of ordinary Portland cement for making concrete. In this stud

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