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Journal articles on the topic 'Split tensile strength and Flexural strength'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 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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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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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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Malagavelli, Venu, and Neelakanteswara Rao Paturu. "Polyester Fibers in the Concrete an Experimental Investigation." Advanced Materials Research 261-263 (May 2011): 125–29. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.125.

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Construction field has experienced a growing interest in Fiber Reinforced Concrete (FRC) due to its various advantages. The disposal of industrial waste especially non biodegradable waste is creating a lot of problems in the environment. In the present investigation, an attempt has been made by using non biodegradable waste (polyester fibers) in the concrete to improve the crack resistance and strength. Concrete having compressive strength of 25MPa is used for this study. Samples were prepared by using various fiber contents starting from 0 to 6% of with an increment of 0.5% for finding Compre

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T.Dilip, Kumar *1 &. G.Kalyan 2. "AN EXPERIMENTAL STUDY ON STRENGTH PARAMETRES OF CONCRETE WITH REPLACMENT OF FINE AGGREGATE BY ROBO SAND." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 7, no. 3 (2018): 241–55. https://doi.org/10.5281/zenodo.1199005.

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Concrete is the most widely used composite construction material. Fine aggregate plays a very important role for imparting better properties to concrete in its fresh and hardened state. Generally, river sand was used as fine aggregate for construction. Due to the continuous mining of sand from riverbed led to the depletion of river sand and it became a scarce material. Also, samining from river bed caused a lot of environmental issues. As a substitute to river sand, Robo sand has been used. In this present experimental study a comparative study has been carried out to check the usability of Ro

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KC, Madhukar, Prabesh Adhikari, and Sanjay Luitel. "Comparative Analysis of Polypropylene Fiber for Rigid Airfield Pavement: Case study of Apron of Gautam Buddha International Airport." International Journal on Engineering Technology and Infrastructure Development 1, no. 1 (2024): 1–13. http://dx.doi.org/10.3126/injet-indev.v1i1.67932.

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Airfield pavements come in three main types: rigid, flexible, and composite. Rigid pavements, made of Portland Cement Concrete (PCC) slabs on a prepared sub base or base, face challenges due to poor strength in tension and flexure. To address this, Polypropylene Fiber Reinforced Concrete (PFRC) has been introduced, enhancing toughness, flexural strength, tensile strength, and impact resistance. This study aims to compare rigid airfield pavement with PCC surface courses, with and without polypropylene fiber, focusing on strength parameters, thickness, and cost. The research asserts that PFRC se

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ZUNJAR, D. SABALE, and U.R. KAWADE PROF. "COMPARATIVE STUDY OF GEOPOLYMER FERROCEMENT WITH CONVENTIONAL FERROCEMENT." JournalNX - A Multidisciplinary Peer Reviewed Journal 2, no. 12 (2017): 66–70. https://doi.org/10.5281/zenodo.1466737.

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Production of cement generates large quantity of carbon dioxide nearly 6 to 7 in percentage of total 9.795 Gigatonnes of CO2 emission. There is a need to extend sustainable substitute to Portland cement utilizing the industrial by-products such as fly ash, ground granulated blast furnace slag which are Pozzolanic in nature. An experimental analysis on the Compressive, flexural and split tensile behavior of Geopolymer mortar as well as Conventional mortar reinforced with rectangular welded with varying number of mesh. Specimen are casted using cement mortar and Geopolymer mortar separately. The

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Taweel, Awzal, and Raza Masoom. "To Study the Behavior of Fresh and Hardened Concrete by Using Waste Rubber as Partial Replacement of Coarse Aggregates." International Journal of Trend in Scientific Research and Development 1, no. 5 (2017): 1010–19. https://doi.org/10.31142/ijtsrd2411.

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This report presents a study on the effect of partial replacement of coarse aggregates by rubber tyre aggregates on the property of concrete. Utilizing the waste rubber tyers in the form of aggregates as reinforcement in the concrete solve the problem of disposing the waste and increase the flexural strength of concrete. Different tests were conducted on the concrete with varying percentage of rubber tyre aggregates and comparing those results with normal concrete. Data presented includes workability, compressive strength, split tensile strength, flexure tensile strength and flexibility. This

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Rudani, Raj Ravilal, Omkar Sandip Ambekar, and Darsh Girish Kacha. "Experimental Study of Concrete Using Natural Coconut Fiber." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 04 (2025): 1–9. https://doi.org/10.55041/ijsrem44408.

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This study provides an experimental investigation of the performance of concrete reinforced using natural coconut fiber with a view to improving its mechanical strengths and sustainability factors. Coconut fiber, a by- product of agriculture, is cheap, eco-friendly, and has good tensile strength, which makes it a good concrete-reinforcing additive. The research examines the influence of adding different proportions of coconut fiber (0%, 1%, 1.5%, and 2%) on the workability, compressive strength, split tensile strength, and flexural strength of concrete. The concrete samples were cast and then

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Odeyemi, S. O., M. A. Anifowose, R. Abdulwahab, and W. O. Oduoye. "Mechanical Properties of High-Performance Concrete with Guinea Corn Husk Ash as Additive." LAUTECH Journal of Civil and Environmental Studies 5, no. 1 (2020): 131–45. http://dx.doi.org/10.36108/laujoces/0202/50(0131).

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Consideration on High Performance Concrete (HPC) has risen drastically because of the requirement for application of concrete volume with high strengths for construction work. In this study, the mechanical properties of HPC with Guinea Corn Husk Ash (GCHA) as supplement of cement was investigated. The proportioning of Ordinary Portland Cement (OPC) with GCHA is from 0 - 20%. Design of the concrete mix was done to achieve a characteristic strength of 50 N/mm². The chemical composition of the GCHA was determined using X-ray Fluorescence (XRF) Slump and compacting factor of fresh HPC were determi

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Adewuyi, Adekunle P., and Odette Animbom. "Performance-Based Evaluation of Steel Fibre Reinforced Normal- and High-Strength Concretes Using Statistical Analysis of Experimental Database." Journal of Civil Engineering and Urbanism 14, no. 3s (2024): 238–46. https://doi.org/10.54203/jceu.2024.25.

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The widespread acceptance of concrete can be attributed to its unique characteristics, despite inherent drawbacks such as brittleness and weak tensile strength. The study was aimed at evaluating the optimal content and characterization of steel fibres required to impede crack propagation and enhance overall strength of concrete. The influence of critical factors like fibre content, length, diameter, and volume fraction on the performance of steel fibre reinforced concretes (SFRC) through statistical analysis of 209 experimental data. The influence of these factors on the compressive, flexural,

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Vishwanath, Kumbhar, and Nirmal Sandip. "Experiment Study: Sisal Fiber Reinforced Concrete." Journal of Advanced Cement & Concrete Technology 6, no. 1 (2023): 8–12. https://doi.org/10.5281/zenodo.7624516.

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<em>One of the main fields of research that is becoming more and more relevant is fibre reinforced concrete. Fibers are used to enhance the tensile qualities of concrete without reducing its compressive strength. This study attempted to examine the impact of natural sisal fibre on concrete by partially substituting cement. For usage in concrete, sisal fibre is chemically processed in this instance. When compared to standard M25 concrete, fibre reinforced concrete with  1%,2%,3% of fibre replacing cement by volume has mechanical parameters such as compressive strength, split tensile streng

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Anggraeni, Sylvia Dewi, Vera Agustriana Noorhidana, Laksmi Irianti, and Mohd Isneini. "Analisis Perbandingan Pengaruh Campuran Kawat Bendrat dan Serat Baja pada Self Compacting Concrete (SCC)." Jurnal Rekayasa Sipil dan Desain 10, no. 2 (2022): 279–92. https://doi.org/10.23960/jrsdd.v10i2.2599.

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Self compacting concrete (SCC) is a concrete innovation that is carried out to overcome problems during casting that does not require manual compaction even in hard-to-reach places such as tight reinforcement. In this study, 3D Dramix steel fibers and bendrat wire were used as a mixture in SCC with volume fractions of 0%, 0.5%, 1%, 1.5%. The addition of this fiber aims to determine the effect of the two fibers on SCC on compressive strength, split tensile strength and flexural tensile strength. The sample in this study was a cylinder with a diameter of 150 mm and a height of 300 mm for testing

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P.Venkateswara Rao, Santhosh rajan. S.M, Hemalatha V, and Rakesh S. "Experimental Investigation on Partially Replacing the Fine Aggregate by using Ground Granulated Blast Furnace Slag in Cement Concrete." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 04 (2024): 870–74. http://dx.doi.org/10.47392/irjaeh.2024.0122.

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Demand for natural sand in concrete mixing is increasing day by day. So, to reduce the utilization of natural resources usage of the industrial soil waste or secondary materials for the production of cement and concrete is encouraged in the field of construction. One of the secondary materials and by product of steel manufacturing industries is the Grounded Granulated Blast Furnace Slag (GGBS). In this work it is investigated that the possibility of utilizing GGBS in cement concrete as a partial substitute for sand, for reducing the environmental problems related to the fine aggregate mining a

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Sulkarnain, Sulkarnain, Erniati Erniati, Sri Gusty, et al. "Effect of fine modulus of coarse aggregate on the mechanical properties of concrete submerged in sea water." ASTONJADRO 13, no. 2 (2024): 397–406. http://dx.doi.org/10.32832/astonjadro.v13i2.14907.

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The durability of concrete can be determined from mixing coarse aggregate, fine aggregate, cement, water, with or without additives. The properties of concrete can be influenced by several things, such as the ratio of the mix, how to mix, how to transport, how to print, and how to compact. To analyze the compressive strength, flexural strength and split tensile strength of concrete submerged in sea water with variations in fineness modulus. The compressive strength results were 35.67Mpa, 31.63Mpa, 29.30Mpa respectively while the compressive strength of concrete with seawater immersion was 36.9

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Liu, Jinglei, Guoliang Guo, Xiangfei Wang, Chun Lv, Dandan Wang, and Hongliang Geng. "Investigation of Mechanical Properties of Recycled Aggregate Concrete Incorporating Basalt Fiber, Copper Slag, and Ground Granulated Blast Furnace Slag." Buildings 15, no. 13 (2025): 2214. https://doi.org/10.3390/buildings15132214.

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Facing sand and gravel shortages, construction waste accumulation, and the “double carbon” goals, improving the performance of recycled aggregate concrete (RAC) and utilizing mineral waste slag are key to the development of green, low-carbon building materials. To enhance the mechanical performance of RAC and facilitate the sustainable utilization of mineral waste, this study innovatively incorporated copper slag (CS), ground granulated blast furnace slag (GGBS), and basalt fiber (BF) into RAC. The modified RAC’s compressive, split tensile, and flexural strengths were systematically investigat

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Pradeep, Kuhar, and Tanwar Gaurav. "UNDERSTANDING THE IMPLICATIONS AND CONSEQUENCES OF THE ASSIMILATION OF STEEL FIBRES FOR CONCRETE PROPERTIES M30." International Journal of Advances in Engineering & Scientific Research 3, no. 2 (2016): 75–84. https://doi.org/10.5281/zenodo.10750766.

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<strong>Abstract: </strong>   <em>Concrete has comparatively high compressive strength, but significantly lower tensile strength and it is a well established fact that all concrete structures will crack to some extent, due to shrinkage and tension. Concrete which is subjected to long-duration forces is prone to creep. Many researches studies have been carried out to understand the nature of concrete properties and how these properties affect the internal structure of concrete by means of various types of materials so far. However no plausible solutions have been provided to the actual com

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Jha, Abhay Kumar, R. S. Parihar, Navneet Dongre, Rajesh Misra, and Barun Kumar. "Forecasting the Properties of Concrete Employing Experimental Data Using Machine Learning Algorithms." European Journal of Theoretical and Applied Sciences 2, no. 3 (2024): 259–66. http://dx.doi.org/10.59324/ejtas.2024.2(3).22.

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This study has been undertaken to investigate the compressive strength, Flexural strength and split tensile strength of concrete of grade M30 and M40 in present investigation by laboratory and predicting the strength through Machine learning technique. Flexural strength and split tensile strength which establishes the concrete class, is one of the most crucial characteristics of concrete. The primary characteristic of concrete's durability and safety is its predictable compressive strength, Flexural strength and split tensile strength which is necessary for the use of concrete structures. To e

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Abhay, Kumar Jha, Parihar R.S., Dongre Navneet, Misra Rajesh, and Kumar Barun. "Forecasting the Properties of Concrete Employing Experimental Data Using Machine Learning Algorithms." European Journal of Theoretical and Applied Sciences 2, no. 3 (2024): 259–66. https://doi.org/10.59324/ejtas.2024.2(3).22.

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This study has been undertaken to investigate the compressive strength, Flexural strength and split tensile strength of concrete of grade M30 and M40 in present investigation by laboratory and predicting the strength through Machine learning technique. Flexural strength and split tensile strength which establishes the concrete class, is one of the most crucial characteristics of concrete. The primary characteristic of concrete's durability and safety is its predictable compressive strength, Flexural strength and split tensile strength which is necessary for the use of concrete structures. To e

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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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IQRA, YASEEN, AJAY VIKRAM Er., and PREETPAL SINGH Er. "MECHANICAL PROPERTIES OF KEVLAR FIBRE REINFORCED CONCRETE: AN EXPERIMENTAL STUDY." Seybold Report Journal 18, no. 09 (2023): 1296–306. https://doi.org/10.5281/zenodo.8413589.

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<strong>Abstract</strong> The study investigates the impact of Kevlar fibres on concrete's mechanical properties. Concrete specimens with varying Kevlar fibre content were subjected to two curing periods of 7 and 28 days. The study found a significant relationship between Kevlar fibre content and concrete's compressive strength. As the percentage of Kevlar fibres increased, compressive strength increased significantly. The optimal fibre content range was identified as 12% to 14%, allowing for maximum compressive strength, and the study also explored flexural strength, particularly in p

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Dev, Karan, Sunil Kumar Er., and Vikram Er. "Modified Behaviour of Concrete by Replacing Fine Aggregates with Coal Fly Ash." International Journal of Trend in Scientific Research and Development 3, no. 4 (2019): 1514–18. https://doi.org/10.5281/zenodo.3591308.

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The prime objective of the study was to evaluate the structural properties and potential of concrete containing coal fly ash that of concrete containing no coal fly ash of corresponding mix proportions and strength. The cubes were tested for the compressive strength and beams specimens were tested for flexural strength. Splitting tensile strength tests were conducted on cylinder specimens. The total numbers of 60 cubes, 40 beams specimens and 40 numbers of cylinders were tested for compressive strength, flexural strength and splitting tensile strength respectively at different ages to study th

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Yao, Wei, Kaiwen Xia, and Ajay Kumar Jha. "Experimental study of dynamic bending failure of Laurentian granite: loading rate and pre-load effects." Canadian Geotechnical Journal 56, no. 2 (2019): 228–35. http://dx.doi.org/10.1139/cgj-2017-0707.

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In deep underground rock engineering projects, rocks are under static pre-load and they may further experience dynamic load due to earthquakes or production blasts. It is thus desirable to consider dynamic failure of rocks subjected to static pre-load. Besides, bending load is commonly encountered near underground openings. Therefore, this study considers the effect of the pre-load on the dynamic bending strength of Laurentian granite (LG). Using a modified split Hopkinson pressure bar system, the semi-circular bend (SCB) method is applied to carry out the bending tests. Five groups of SCB spe

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Karna, Shrutee, and Arjun Baniya. "Experimental Study of Steel and Polypropylene Fiber Reinforced Concrete." OODBODHAN 7 (December 31, 2024): 1–6. https://doi.org/10.3126/oodbodhan.v7i1.75758.

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Fiber-reinforced concrete (FRC) is a composite material incorporating cement, sand, coarse aggregates, and fibers. FRC use both natural and artificial fibers as reinforcement to improve the mechanical properties. This study investigated the effects of two types of artificial fiberssteel and polypropylene—on concrete properties. Steel fiber reinforced concrete (SFRC) with 2% fiber by volume and polypropylene fiber reinforced concrete (PFRC) with 1.5% fiber by volume were prepared. A total of eighteen specimens were made using M20 grade concrete: six cubes, six cylinders, and six beams for each

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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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Canseco-Tuñacao, H. A. R., K. Remoto, K. Melendres, and I. M. Deguzman. "Recycled Coarse Aggregate from Concrete Waste Using DMDA for Concrete." IOP Conference Series: Earth and Environmental Science 999, no. 1 (2022): 012003. http://dx.doi.org/10.1088/1755-1315/999/1/012003.

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Abstract This study investigates the effect of the replacement of recycled concrete as coarse aggregates using the Densified Mixture Design Algorithm Method (DMDA) in unconfined concrete behavior. DMDA was applied to produce concrete with the least void. Compressive strength, flexural strength and split tensile strength tests were conducted on 7-, 14-, 28- and 56-day old specimens. Compressive strength test results showed that specimens with 20, 30, and 40% RCA replacements at 56 days are relatively lower compared to the control and with 10% RCA replacement specimens. The compressive strengths

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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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Ali, Babar, Liaqat Ali Qureshi, Ali Raza, Muhammad Asad Nawaz, Safi Ur Rehman, and Muhammad Usman Rashid. "Influence of Glass Fibers on Mechanical Properties of Concrete with Recycled Coarse Aggregates." Civil Engineering Journal 5, no. 5 (2019): 1007–19. http://dx.doi.org/10.28991/cej-2019-03091307.

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Despite plain cement concrete presenting inferior performance in tension and adverse environmental impacts, it is the most widely used construction material in the world. Consumption of fibers and recycled coarse aggregates (RCA) can add ductility and sustainability to concrete. In this research, two mix series (100%NCA, and 100%RCA) were prepared using four different dosages of GF (0%GF, 0.25%GF, 0.5%GF, and 0.75%GF by volume fraction). Mechanical properties namely compressive strength, splitting tensile strength, and flexural strength of each concrete mixture was evaluated at the age of 28 d

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R.Ebin, Paul, B.Gopinath, Kumar K.Bharath, and Shridevi PA.Velci. "Evaluation of Strength Characteristics of Concrete Using Marble Sludge Powder." Journal of Advanced Cement & Concrete Technology 5, no. 2 (2022): 1–6. https://doi.org/10.5281/zenodo.7109825.

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Concrete is a construction material consisting of cementitious material, fine aggregate, coarse aggregate and water. Now a days the cost of these materials are increased so, we need to look at a way to reduce the cost of building materials especially cement. One of the recent advancement in construction industry is replacement of materials in concrete. The replacement of materials offers cost reduction, energy savings and protection of environment. To achieve the above objective we are partially replacing the cement with marble sludge powder (MSP) produced from marble industries. The current s

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Nasser, I. M. A., M. H. W. Ibrahim, S. S. M. Zuki, A. F. Alshalif, and N. Nindyawati. "Influence of coal bottom ash on tensile and flexural strength of concrete." IOP Conference Series: Earth and Environmental Science 1453, no. 1 (2025): 012010. https://doi.org/10.1088/1755-1315/1453/1/012010.

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Abstract The construction industry faces growing pressure to adopt sustainable practices while ensuring structural integrity. Coal bottom ash (CBA), a by-product of coal combustion, offers a potential sustainable alternative to traditional fine aggregates in concrete. This study examines the impact of CBA on the tensile and flexural strength of concrete, aiming to develop sustainable materials with enhanced mechanical properties. Fine aggregates were replaced with CBA at 0%, 10%, 25%, and 40%. Split tensile and flexural strength tests were conducted after 7, 14, and 28 days of curing. Statisti

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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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Wang, Fan, Shan Suo Zheng, and Xiao Fei Wang. "Influence of Silica Fume on High-Performance Concrete." Applied Mechanics and Materials 670-671 (October 2014): 437–40. http://dx.doi.org/10.4028/www.scientific.net/amm.670-671.437.

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With the improvement of concrete materials and the emergence of new materials, adding silica fume to high-performance concrete (HPC) has been one of the important ways in concrete technology. In this paper, through experimental study on the mechanical performance of HPC with 5%, 10%, 15% and 20% silica fume replacing cement for different water-binder ratio, along with polycarboxylates high performance water-reducing admixture, silica fume has large effects on 28d compressive strength, split tensile strength and flexural strength of the HPC. Meanwhile, due to the different level of water-binder

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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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Kumar, Nikhil, and Sourabh Lalotra. "Study on Partially Replacing Cement with Groundnut Shell and Sugarcane Bagasse Ash with adding Asbestos Fibre." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 2908–17. http://dx.doi.org/10.22214/ijraset.2023.54173.

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Abstract: The industrial waste contains many inorganic and toxic substances far away the acceptable limit which cause an impact on the environment. Scarcity of the const. materials used the natural resources like sand aggregates and stone aggregate. The partial replacement of aggregates is need for the future generation of concrete structures for the environment supportable. The partial replacement of aggregates is need for the future generation of concrete structures for the environment supportable. The depletion of the natural resources gets exhausted. We have think over the alternate replac

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R. Saravanakumar, M. Nitin, K. Malai Prabhu, and S. P. Hariharan. "An Analysis of Structural Rehabilitation and Repair Projects Involving Carbon Fiber Reinforced Concrete." Journal of Environmental Nanotechnology 13, no. 2 (2024): 339–48. http://dx.doi.org/10.13074/jent.2024.06.242541.

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Since plain concrete is brittle by nature, the flexural and split tensile strengths developed must be taken into consideration. Plain concrete is robust in solidity; nevertheless, with feeble cutting-edge tautness. Numerous fibres are commonly utilized in the construction sector to enhance concrete's flexural strength, ductile strength and durability properties. The great tensile strength of steel fiber makes it the fiber of choice for usage in the building industry. However, steel fibre has some disadvantages, including a propensity for corrosion. Carbon fibre is a promising substitute for fi

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Song, Hai Qing, and Teng Long Zheng. "Mechanical Properties of Steel Fibre-Reinforced High Strength Concrete with High early-Age Strength Used in Freezing Shaft Lining." Applied Mechanics and Materials 174-177 (May 2012): 1388–93. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.1388.

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Plain concrete is susceptible to cracking under aggressive environment such as in freezing shaft. And addition of steel fibres in plain high strength concrete is proved to be effective in cracking resistance and brittleness improvement, etc. This paper presents results of experimental investigation carried out to study the mechanical properties of steel fibre-reinforced concrete having volume fractions of 0.38%, 0.51% and 0.64% for two types of fibres respectively. The results of this study revealed that there is an increase for all the mechanical properties such as compressive strength, split

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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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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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Pallavi Prasanth Kartha. "Use of waste clay brick powder as a partial replacement binder in geo-polymer concrete." World Journal of Advanced Engineering Technology and Sciences 13, no. 2 (2024): 472–81. https://doi.org/10.30574/wjaets.2024.13.2.0594.

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Geopolymer concrete is gaining as a sustainable alternative to traditional concrete due to its lower carbon footprint and use of industrial by-products. This study thoroughly examines the effectiveness of incorporating waste clay brick as a partial replacement binder in geopolymer concrete, specifically aiming to reduce environmental impact and improve mechanical and durability properties. Various geopolymer concrete formulations were methodically developed, with the inclusion of waste clay brick as a supplementary binder material at different replacement levels. Compressive strength, flexural

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Krishan, Kumar, and Jain Sumesh. "Analysis the Effect of Steel Fibre and Marble Dust with Strength of Pavement Quality Concrete." International Journal of Trend in Scientific Research and Development 1, no. 4 (2017): 352–55. https://doi.org/10.31142/ijtsrd152.

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The thrust nowadays is to produce thinner and green pavement sections of better quality, which can carry the heavy loads. The high strength steel fibre reinforced concrete is a concrete having compressive strength greater than 40MPa, made of hydraulic cements and containing fine and coarse aggregates and discontinuous, unconnected, randomly distributed steel fibres. The present study aims at, developing pavement quality concrete mixtures incorporating marble dust as partial replacement of cement as well as steel fibres. The aim is to the design of slab thickness of PQC pavement using the achie

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Rao, P. Srinivasa, and T. Seshadri Sekhar. "Compressive, Split Tensile, Flexural Strength of Self Compacted Concrete." i-manager's Journal on Future Engineering and Technology 3, no. 1 (2007): 78–82. http://dx.doi.org/10.26634/jfet.3.1.706.

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Borito, Said Mirgan, Han Zhu, Yasser E. Ibrahim, Sadi Ibrahim Haruna, and Zhao Bo. "Synergistic Use of Nanosilica and Basalt Fibers on Mechanical Properties of Internally Cured Concrete with SAP: An Experimental Analysis and Optimization via Response Surface Methodology." Fibers 13, no. 3 (2025): 25. https://doi.org/10.3390/fib13030025.

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This study explores the combined effects of nanosilica (NS) and basalt fibers (BF) on the mechanical and microstructural properties of superabsorbent polymer (SAP)-modified concrete. NS (0–1.5% replaced by cement weight) and BF (0–1.2% by volume fraction) were incorporated to optimize compressive, flexural, and split-tensile strengths using response surface methodology. Digital Image Correlation (DIC) was employed to analyze failure mechanisms. Results show that while SAP alone reduced strength, the addition of NS and BF mitigated this loss through synergistic microstructure enhancement and cr

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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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Dangi, Naina, Rajesh Misra, R. S. Parihar, Abhay Kumar Jha, and Barun Kumar. "Hypo Sludge and Steel Fiber as Partially Replacement of Cement and Sand in Concrete by Adding Superplasticizer: An Experimental Study." International Journal for Research in Applied Science and Engineering Technology 11, no. 2 (2023): 309–12. http://dx.doi.org/10.22214/ijraset.2023.49006.

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Abstract: Based on laboratory experiments to identify mechanical parameters including compressive strength, split tensile strength, and flexural strength carried out after 7 days and 28 days of curing, conclusions were drawn. Utilizing pertinent Indian Standards, experiments and concrete mix design were carried out. The findings show that up to a certain point, adding both HS and SF increases the compressive, tensile, and flexural strength of concrete at all curing ages. The ideal ratio of 20% HS, 2% steel fibre, and 800 ml of super plasticizer to give concrete optimal strength and workability

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Chaudhary, Er Ajay Kumar, Dr Hemant Sood, and Er Jasvir Singh Rattan. "Measuring Improvement in Fly Ash Based Concrete Impregnated with Glass Fiber." International Journal for Research in Applied Science and Engineering Technology 13, no. 1 (2025): 706–15. https://doi.org/10.22214/ijraset.2025.66427.

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Abstract: In cement and concrete, fly ash has been utilized as a mineral additive. Utilizing it offers a number of benefits, including enhanced workability and strength characteristics as well as environmental advantages linked to waste disposal and lower carbon dioxide emissions. Constantly 1.5%, 2.5%, and 3.5% of the cement's weight is reinforced with alkali-resistant glass Fibers. Glass Fibers improved split and flexural strength without increasing compressive strength and served as an effective crack arrester. For this study, concrete of M30 grade is utilized. Studying fly ash's viability

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Manikanta Kopuri, N. A. G. K., Dr S. Anitha Priyadharshani, and Dr P. V. R. K. Reddy. "A study on strength of concrete with partial replacement of cement and fine aggregate with metakaolin and quarry dust." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012043. http://dx.doi.org/10.1088/1755-1315/1326/1/012043.

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Abstract Concrete is a manmade material consists of different constituents like cement, aggregates and water. In this experimental investigation, cement is partially replaced with metakaolin and quarry dust is partially replaced to fine aggregate. Metakaolin is partially replaced to cement in the percentage of 0 to 20% with 5 % increments. Fine aggregate is partially replaced with quarry dust by 0 to 40% with 10 % increments. From this study best combination is found with metakaolin and quarry dust for getting better compressive, split tensile and flexural strengths than normal concrete. Total

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Małek, Marcin, Mateusz Jackowski, Waldemar Łasica, and Marta Kadela. "Characteristics of Recycled Polypropylene Fibers as an Addition to Concrete Fabrication Based on Portland Cement." Materials 13, no. 8 (2020): 1827. http://dx.doi.org/10.3390/ma13081827.

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High-performance concrete has low tensile strength and brittle failure. In order to improve these properties of unreinforced concrete, the effects of adding recycled polypropylene fibers on the mechanical properties of concrete were investigated. The polypropylene fibers used were made from recycled plastic packaging for environmental reasons (long degradation time). The compressive, flexural and split tensile strengths after 1, 7, 14 and 28 days were tested. Moreover, the initial and final binding times were determined. This experimental work has included three different contents (0.5, 1.0 an

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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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Krishan, Kumar, and Jain Sumesh. "A Review Study on Effect of Steel Fibre and Marble Dust with Strength of Pavement Quality Concrete." International Journal of Trend in Scientific Research and Development 1, no. 4 (2017): 348–51. https://doi.org/10.31142/ijtsrd151.

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There is growing interest in the construction of concrete pavements, due to its high strength, durability, better serviceability and overall economy in the long run. The thrust nowadays is to produce thinner and green pavement sections of better quality, which can carry the heavy loads. The high strength steel fibre reinforced concrete is a concrete having compressive strength greater than 40MPa, made of hydraulic cements and containing fine and coarse aggregates and discontinuous, unconnected, randomly distributed steel fibres. The present study aims at, developing pavement quality concrete m

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Altaf Ahmad Reshi and Sameer Malhotra. "Strength of Concrete using waste products-A Literature." International Journal of Research in Informative Science Application & Techniques (IJRISAT) 3, no. 6 (2019): 18–26. http://dx.doi.org/10.46828/ijrisat.v3i6.90.

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Due to high strength, durability, economy and better serviceability there is a growing interest in the construction of concrete structures such as pavements. The main concentration nowadays is towards the production of thinner and green pavements of good quality which can sustain much heavier loads. High strength steel fibre concrete is a concrete that possesses strength greater than 40 MPa and is made of hydraulic cement, fine and coarse aggregates and unconnected, discontinuous, randomly distributed steel fibres. The aim of this study was to develop pavement quality control mixture including

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