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Journal articles on the topic 'Tensile Reinforcement'

Author: Grafiati

Published: 6 September 2023

Last updated: 26 July 2025

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1

Wang, Yantao, Guangqing Yang, Lei Wang, Xujia Li, and Guomu Jiao. "Experimental Study on Reinforcement Properties of Tension-Resistant Reinforced Soil Retaining Wall." Buildings 14, no. 9 (2024): 2951. http://dx.doi.org/10.3390/buildings14092951.

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The tensioned reinforced soil retaining wall, a novel retaining structure, utilizes either anchors or geosynthetic materials as reinforcements that contribute to load-bearing and friction within the structure. This study aims to explore the tension distribution and strain patterns in the reinforcements, and their influence on the reinforced soil retaining walls. To this end, tensile, direct shear, and pullout tests were conducted on GeoStrap@5-50 geotextile strips and TGDG130HDPE geogrids to evaluate the tensile strength and interface strength between the reinforcement and the soil. The charac

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2

Mavlonov, Ravshanbek, Sobirjon Razzakov, and Sohiba Numanova. "Stress-strain state of combined steel-FRP reinforced concrete beams." E3S Web of Conferences 452 (2023): 06022. http://dx.doi.org/10.1051/e3sconf/202345206022.

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Steel reinforcements in reinforced concrete structures are susceptible to corrosion under different exposure conditions. This can lead to some disadvantages, including concrete deterioration, reduced long-term service life, increased cost of the structure due to re-strengthening measures, and reduced overall durability of the structure. In order to solve these problems, the issue of comprehensive use of Fiber reinforced polymer (FRP) reinforcements as an alternative to steel bars is urgent. FRP reinforcements have specific advantages including corrosion resistance, high tensile strength, densi

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3

Hollý, Ivan, and Juraj Bilčík. "Effect of Chloride-Induced Steel Corrosion on Working Life of Concrete Structures." Solid State Phenomena 272 (February 2018): 226–31. http://dx.doi.org/10.4028/www.scientific.net/ssp.272.226.

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The reinforcing steel embedded in concrete is generally protected against corrosion by the high alkalinity (pH = 12.5 to 13.5) of the concrete pore solution. The structural degradation of concrete structures due to reinforcement’s corrosion has an impact on the safety, serviceability and durability of the structure. The corrosion of reinforcements in the construction of a transport infrastructure (especially bridges), parking areas, etc., is primarily initiated by chlorides from de-icing salts. When corrosion is initiated, active corrosion results in a volumetric expansion of the corrosion pro

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4

Zeng, Ding, Hong Yu Lu, Bao Hong Hao, Hao Zheng Yu, and Yu Mi. "Experimental Study and Mechanism on the Corrosion of Stressed Reinforcement Bars." Key Engineering Materials 837 (April 2020): 109–15. http://dx.doi.org/10.4028/www.scientific.net/kem.837.109.

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In order to understand the influence of the tensile stress on the corrosion of reinforcement bars in civil engineering, the reinforcement bars specimens were put into the liquid corrosion tank made of hydrochloric acid and distilled water by applying the tension stress on the reinforcing frame to carry out rapid corrosion. The corrosion of reinforcement bars under different tension stresses was tested by using electrochemical polarization method. The metallographic examination of reinforcement bars was carried out through the section of reinforcement bars. The corrosion mechanism of the stress

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Salys, Donatas, Gintaris Kaklauskas, and Viktor Gribniak. "MODELLING DEFORMATION BEHAVIOUR OF RC BEAMS ATTRIBUTING TENSION-STIFFENING TO TENSILE REINFORCEMENT." Engineering Structures and Technologies 1, no. 3 (2009): 141–47. http://dx.doi.org/10.3846/skt.2009.17.

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After cracking, the stiffness of the member along its length varies, which makes the calculation of deformations complicated. In a cracked member, stiffness is largest in the section within the uncracked region while remains smallest in the cracked section. This is because in the cracked section, tensile concrete does not contribute to the load carrying mechanism. However, at intermediate sections between adjacent cracks, concrete around reinforcement retains some tensile force due to the bond-action that effectively stiffens member response and reduces deflections. This effect is known as ten

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6

Seo, Soo Yeon, Seung Joe Yoon, and Sang Koo Kim. "Tensile Capacity of Mechanical Bar Connection Corresponding to Detail of Screw on Bar Surface for Construction." Applied Mechanics and Materials 236-237 (November 2012): 693–96. http://dx.doi.org/10.4028/www.scientific.net/amm.236-237.693.

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This study is intended to investigate the performance depending on the screw type at the end part of reinforcement in the mechanical connection of high strength reinforcement with screws. Three types of mechanical connection were designed and tensile test was performed for those. The results presented that, although the end part of reinforcement was processed with screws, the reinforcement’s yield and tensile strength sufficiently appeared. But, its plastic deformation capacity after yielding fell 17~26% more than reinforcement.

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7

Darwis, Mardis, Rudy Djamaluddin, Rita Irmawaty, and Astiah Amir. "Analisis Pola Kegagalan Balok Sistem Rangka dengan Perkuatan di Daerah Tumpuan." Jurnal Penelitian Enjiniring 24, no. 1 (2020): 17–23. http://dx.doi.org/10.25042/jpe.052020.03.

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The previous research of using truss system reinforcement in the beam without concrete (BTR) in the tension zone causes a decrease in flexural capacity due to the failure in the area near the support. Therefore, it is necessary to add tensile reinforcement in the support zone. This study aims to analyze the ultimate capacity of the truss system concrete beam strengthened with tensile reinforcement and to analyze the effect of tensile reinforcement in support zone due to crack pattern. This study was conducted experimentally in the laboratory. The dimension of truss reinforced concrete specimen

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8

Park, Kyungho, Daehyeon Kim, Jongbeom Park, and Hyunho Na. "The Determination of Pullout Parameters for Sand with a Geogrid." Applied Sciences 11, no. 1 (2020): 355. http://dx.doi.org/10.3390/app11010355.

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The concept of designing mechanically stabilized earth (MSE) walls is divided into internal and external stability review methods, and one of the design factors required in internal stability analysis is the frictional characteristics between soil and geogrids for civil engineering applications. Typical methods for evaluating the frictional characteristics between soil and geogrids include the direct shear test and pullout test. It is desirable to apply the pullout test to geogrid reinforcements for pulling out geogrids embedded in soil, to measure both the surface-frictional force and passive

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9

Palmeira, Ennio, José Melchior Filho, and Ewerton Fonseca. "An evaluation of reinforcement mechanical damages in geosynthetic reinforced piled embankments." Soils and Rocks 45, no. 3 (2022): 1–15. http://dx.doi.org/10.28927/sr.2022.000522.

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The use of geosynthetic reinforcement in piled embankments over soft soils is an effective solution for the reduction of settlements and to increase the embankment stability. The most efficient position for the reinforcement layer is on the pile cap or head. However, a direct contact of the reinforcement with sharp edges may damage it, compromising its efficiency to transfer loads to the piles. This paper investigates the possibility of mechanical damages in geosynthetic reinforcements on pile caps by large scale laboratory tests. Tests with and without pieces of nonwoven geotextile protective

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10

Tarrés, Oliver-Ortega, Espinach, Mutjé, Delgado-Aguilar, and Méndez. "Determination of Mean Intrinsic Flexural Strength and Coupling Factor of Natural Fiber Reinforcement in Polylactic Acid Biocomposites." Polymers 11, no. 11 (2019): 1736. http://dx.doi.org/10.3390/polym11111736.

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This paper is focused on the flexural properties of bleached kraft softwood fibers, bio-based, biodegradable, and a globally available reinforcement commonly used in papermaking, of reinforced polylactic acid (PLA) composites. The matrix, polylactic acid, is also a bio-based and biodegradable polymer. Flexural properties of composites incorporating percentages of reinforcement ranging from 15 to 30 wt % were measured and discussed. Another objective was to evaluate the strength of the interface between the matrix and the reinforcements, using the rule of mixtures to determine the coupling fact

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11

Vlach, Tomáš, Magdaléna Novotná, Ctislav Fiala, Lenka Laiblová, and Petr Hájek. "Cohesion of Composite Reinforcement Produced from Rovings with High Performance Concrete." Applied Mechanics and Materials 732 (February 2015): 397–402. http://dx.doi.org/10.4028/www.scientific.net/amm.732.397.

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The reinforcement of concrete with composite technical textile creates a tensile load-bearing capacity. It allows the elimination of steel reinforcement and minimisation of concrete cover. Based on this, the concrete cover is designed with respect to the cohesion of reinforcement with concrete. By using of textile reinforcement very thin structures could be created. The aim of this paper was to determine the interaction conditions of carbon and basalt composite reinforcement in a matrix of epoxy resin with high performance concrete (HPC). The tensile strength of used composite reinforcement an

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Dobrotă, Dan, Cristina Vasilica Icociu, Sergiu Lazăr, Sever-Gabriel Racz, and Gina-Maria Moraru. "Ecodesign Enhancement of Polymeric Resins: Reinforcing with Synthetic and Natural Fibers Using Theory of Inventive Problem Solving-Algorithm of Inventive Problem Solving for Sustainable Composite Design." Polymers 16, no. 24 (2024): 3458. https://doi.org/10.3390/polym16243458.

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This study examines the enhancement of the mechanical strength of polymer resins through reinforcement with synthetic (glass) and natural (hemp, jute) fibers, using the TRIZ-ARIZ methodology to optimize composite design for improved mechanical properties, sustainability, and economic efficiency. Mechanical testing, thermogravimetric analysis (TGA), and scanning electron microscopy (SEM) were conducted to evaluate the properties of the composite materials. Regarding tensile strength testing, the results showed the following: jute fiber achieved the best results, with a maximum tensile values of

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13

ARIDIANSYAH, AHMARETA, Nawir Rasidi, and Sitti Safiatus Riskijah. "PERENCANAAN STRUKTUR GEDUNG ATTIC SHOWROOM MALANG." Jurnal JOS-MRK 2, no. 3 (2021): 188–94. http://dx.doi.org/10.55404/jos-mrk.2021.02.03.188-194.

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The purpose of this paper is to plan the upper and lower structures using reinforced concrete and their construction costs. Analysis of structural planning uses the help of the Robot Structural Analysis Professional (RSAP) 2018 application. Calculation of concrete structures refers to SNI 2847-2019, earthquake calculations refer to SNI 1726-2019, and calculation of costs refers to Permen PUPR Number 28 of 2016. From the calculation, the results are obtained. : 1) 160 mm thick roof with support and field reinforcement using D13-200 and dividing reinforcement using D10 - 220, 160 mm thick floor

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14

Liu, Zhi Lin, Pu Rong Jia, Tao Peng, and Zheng Lan Yao. "Study on Tensile Mechanical Behavior of Composite T-Joints." Advanced Materials Research 1142 (January 2017): 146–51. http://dx.doi.org/10.4028/www.scientific.net/amr.1142.146.

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Based on three kinds of composite T-joints with different connection way for tension test outside the plane, it was obtained contrastively that how the ordinary adhesive, Z-pin reinforcement and stitching reinforcement three different fitting influence tensile strength, damage failure process and failure mode of composite T-joints. The test results showed that compared with ordinary adhesive connection mode, tensile strength of the Z-pin reinforcement and stitching reinforcement T-joints increased by 13.6% and 11.4%, respectively; and the largest deformation increased by 19.2% and 15.1%, respe

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15

Olusunmade, Olusola Femi, Abba Emmanuel Bulus, and Terwase Kelvin Kashin. "EFFECT OF IMPERATA CYLINDRICA REINFORCEMENT FORM ON THE TENSILE AND IMPACT PROPERTIES OF ITS COMPOSITES WITH RECYCLED LOW DENSITY POLYETHYLENE." Acta Polytechnica 58, no. 5 (2018): 292. http://dx.doi.org/10.14311/ap.2018.58.0292.

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Composites of recycled low-density polyethylene obtained from waste water-sachets and imperata cylindrica were produced with particulate and long-fibre unidirectional mat reinforcements. Comparison was made of the tensile and impact properties resulting from the use of the different reinforcement forms at 10 wt% ratio in the matrix. The results obtained from the tests carried out revealed that tensile strength, tensile modulus, elongation at break and impact strength of the composite with the long-fibre mat reinforcement were better than those of the one composite with the particulate reinforc

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16

Won, Myoung-Soo, and Christine P. Langcuyan. "A 3D numerical analysis of the compaction effects on the behavior of panel-type MSE walls." Open Geosciences 12, no. 1 (2020): 1704–24. http://dx.doi.org/10.1515/geo-2020-0192.

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Abstract Soil is weak in tension but strong in compression. The resistance to tensile deformation of soil is given by the tensile force of the reinforcement in the reinforced soil, and the tensile force of the reinforcement is generated by the frictional force at the soil-reinforcement interface. When the soil-reinforcement is effectively interacted by the compaction, the deformation of the soil becomes equal to the tensile deformation of the reinforcement material, which means that the soil is bound to the tensile force of the reinforcement material and thus has a great resistance to the tens

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17

Denesh, Mr K. C., and V. Senthilkumar. "Experimental Study on The Steel Fiber Reinforcement Concrete." International Journal for Research in Applied Science and Engineering Technology 11, no. 1 (2023): 710–13. http://dx.doi.org/10.22214/ijraset.2023.48670.

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Abstract: Concrete is one of the world most widely used construction material. However, since the early 1800’s, it has been known that concrete is weak in tension. Weak tensile strength combined with brittle behavior result in sudden tensile failure without warning. This is obviously not desirable for any construction material. Thus, concrete requires some form of tensile reinforcement to compensate its brittle behavior and improve its tensile strength and strain capacity to be used in structural applications. Historically, steel has been used as the material of choice for tensile reinforcemen

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18

Vinayagamoorthy, R., S. Karthikeyan, R. S. Prem Bhargav, and T. V. Rajivalochan. "Properties Investigations on Metallic Fiber Reinforced Sandwich Composites." Applied Mechanics and Materials 813-814 (November 2015): 101–5. http://dx.doi.org/10.4028/www.scientific.net/amm.813-814.101.

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The present study deals with the usage of two types of metallic reinforcements namely bronze and steel, one natural reinforcement namely jute and an artificial reinforcement namely glass for preparation of composite laminates. The study investigates the mechanical behaviour of prepared samples and concludes with the selection of best samples. Four composite laminates were prepared by changing the compositions of reinforcements in polyester resin. Tensile, compressive, flexural and impact tests were carried out on the developed samples and it was found that the inclusion of jute and metallic re

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19

Ahamad, Naseem, Aas Mohammad, Kishor Kumar Sadasivuni, and Pallav Gupta. "Structural and mechanical characterization of stir cast Al–Al2O3–TiO2 hybrid metal matrix composites." Journal of Composite Materials 54, no. 21 (2020): 2985–97. http://dx.doi.org/10.1177/0021998320906207.

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The present paper reports the effect of aluminium oxide and titanium oxide reinforcement on the properties of aluminium matrix. Aluminium matrix reinforced with aluminium oxide–titanium oxide (2.5, 5.0, 7.5 and 10 wt.%) in equal proportion were prepared by stir casting. Phase, microstructure, energy dispersive spectroscopy, density, hardness, impact strength and tensile strength of prepared samples have been investigated. X-ray diffraction reports the intermediate phase formation between the matrix and reinforcement phases due to interfacial bonding between them. Scanning electron microscopy s

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20

Dzyuba, V. A., E. V. Zhuravleva, and A. S. Starkova. "Application of a Nonlinear Deformation Model to the Analysis of Complete Moment-Curvature Diagrams of Reinforced Concrete Elements with Reinforcement A500." Materials Science Forum 1087 (May 12, 2023): 169–75. http://dx.doi.org/10.4028/p-w7h770.

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This article suggests a calculation procedure for the parameters of complete moment-curvature deformation diagrams with a down leg that can be used for the calculations of the multistorey monolithic building frameworks taking into account the specifics of reinforced concrete. To construct complete deformation diagrams for bending elements, a non-linear deformation model is used that is based on using the physical diagrams of the concrete and reinforcements to calculate the inner moments of cross-sections at all loading stages via balance and strain compatibility equations. Using this model, th

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21

Hoai, Ho, Dinh Huu Tai, Nguyen Huy Cuong, Le Dang Dung, and Nguyen Thanh Tam. "Experimental investigation on the tensile strength degradation in curved reinforcement of textile reinforced concrete." Transport and Communications Science Journal 73, no. 7 (2022): 703–12. http://dx.doi.org/10.47869/tcsj.73.7.4.

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Recently, textile reinforced concrete (TRC) has become a new approach for strengthening the existing reinforced concrete and masonry structures. When TRC wraps around the structural members, the direction of textile reinforcements changes according to the curvature radius of the structural corner. This paper presents an experimental investigation into the tensile strength degradation in curved glass and carbon reinforcement of TRC specimens. The results show that the ultimate tensile load decreases as the diameter of the semi-circle parts reduce. At the same diameter, the carbon TRC specimens

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Zhang, Guo Jun, Yong Bin Jia, and Xi Lin Lu. "The Strain Change Rules of Full-Scale High Strength Concrete Frame Columns with High Axial Compression Rations." Advanced Materials Research 919-921 (April 2014): 288–91. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.288.

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Based on experimental study of 9 full-scale high-strength concrete(HSC) rectangular frame columns with high axial compression ratios, high-strength longitudinal reinforcements and transverse reinforcements and rectangular interlocking ties, their strain change rules of longitudinal reinforcement, stirrups and concrete were discussed and analyzed. The main results indicate as follows. The maximum tensile strain of longitudinal reinforcement decrease and the tensile strain of concrete increase quickly as the axial compression ratios and the strength grades of concrete are higher; the strains of

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Onat, Onur, and Burak Yön. "Effects of Tension Reinforcement Ratio on Ductility of Mid-Rise Reinforced Concrete Structures." Academic Perspective Procedia 1, no. 1 (2018): 702–8. http://dx.doi.org/10.33793/acperpro.01.01.127.

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Failure mode of reinforced concrete (RC) structures are classified according to tension reinforcement ratio of beam elements. To determine effect of tension reinforcement ratio on performance of RC structure, two planar RC structure were selected. One of them is 5 stories other of them is 7 stories. Two different concrete class, C20 and C25, were considered for analysis. Three tension reinforcement combinations were considered, three different tension reinforcement ratios were used. First case is the ratio of the tension reinforcement is lower than that of the compression reinforcement, second

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Kazemi, Mostafa, Mohammad Daneshfar, Yousef Zandi, et al. "Effects of the Concrete Strength and FRP Reinforcement Type on the Non-Linear Behavior of Concrete Deep Beams." Sustainability 14, no. 7 (2022): 4136. http://dx.doi.org/10.3390/su14074136.

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To provide sustainable reinforced concrete deep beams, the replacement of steel rebars by FRP rebars with high-chemical resistance is proposed by researchers. However, the effects of the concrete strength, top and web longitudinal reinforcements, and types of FRP flexural rebars on the non-linear performance of concrete deep beams have rarely been evaluated. This study numerically assessed the effects of the top and web longitudinal reinforcements and concrete strength on the non-linear behaviour of GFRP- and CFRP-strengthened concrete deep beams with various shear span-to-overall depth (a/h)

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Rauf, Farooq, Muhammad Umair, Khubab Shaker, Yasir Nawab, Tehseen Ullah, and Sheraz Ahmad. "Investigation of Chemical Treatments to Enhance the Mechanical Properties of Natural Fiber Composites." International Journal of Polymer Science 2023 (July 14, 2023): 1–13. http://dx.doi.org/10.1155/2023/4719481.

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A sustainable approach to composites is leading to the use of natural fibers rather than synthetic materials, like carbon or glass, for reinforcement. However, the higher moisture absorption of natural fibers impairs the composite’s mechanical properties. Therefore, to improve the mechanical properties, some chemical treatments like silane and fluorocarbon can be performed to reduce the moisture absorption of natural fibers. In this study, flax was used as reinforcement, and epoxy was used as a matrix. In the first part of the study, flax reinforcement was treated with different concentrations

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Lee, Jun Suk, Byeong Hun Woo, Jae-Suk Ryou, and Jee-Sang Kim. "Performance Assessment of the Post-Tensioned Anchorage Zone Using High-Strength Concrete Considering Confinement Effect." Materials 14, no. 7 (2021): 1748. http://dx.doi.org/10.3390/ma14071748.

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Post-tensioned anchorage zones need enough strength to resist large forces from jacking forces from prestress and need spiral reinforcement to give confinement effect. High-strength concrete (HSC) has high-strength and brings the advantage of reducing material using and simplifying reinforcing. We tested strain stabilization, load–displacement, and strain of lateral reinforcements. Specimens that used one and two lateral reinforcements without spiral reinforcement did not satisfy the strain stabilization. Load capacity also did not satisfy the condition of 1.1 times the nominal tensile strengt

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Vlach, Tomáš, Lenka Laiblová, Jakub Řepka, Zuzana Jirkalová, and Petr Hájek. "EXPERIMENTAL VERIFICATION OF IMPREGNATED TEXTILE REINFORCEMENT SPLICING BY OVERLAPPING." Acta Polytechnica CTU Proceedings 22 (July 25, 2019): 128–32. http://dx.doi.org/10.14311/app.2019.22.0128.

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This paper presents an experimental verification of impregnated textile reinforcement splicing by overlapping using tensile test of small textile reinforced concrete slabs before its using in the product. The specimen dimensions were designed 80×360mm and thickness approximately 18 mm. This specimen was reinforced using two pieces of impregnated flat technical fabric from carbon roving and epoxy resin. Two overlap lengths were designed using data from previous cohesion tensile tests and necessary anchoring length. The purpose of this experiment was experimental verification before flat reinfor

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Ates, Ali Osman, Gökhan Durmuş, and Alper Ilki. "Tensile and Flexural Behaviors of Basalt Textile Reinforced Sprayed Glass Fiber Mortar Composites." Materials 16, no. 12 (2023): 4251. http://dx.doi.org/10.3390/ma16124251.

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The proposed study combines sprayed glass fiber-reinforced mortar and basalt textile-reinforcement to harness the favorable properties of each component to obtain a composite material that can be used for strengthening of existing structures. This includes crack resistance and a bridging effect of glass fiber-reinforced mortar and the strength provided by the basalt mesh. In terms of weight, mortars containing two different glass fiber ratios (3.5% and 5%) were designed, and tensile and flexural tests were conducted on these mortar configurations. Moreover, the tensile and flexural tests were

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Permana, Jaya, M. Muhtaris, Eka Susanti, and Yanisfa Yanisfa. "Pengaruh Penambahan Tulangan Tekan Terhadap Momen Kapasitas Lentur dan Daktilitas Balok." Borneo Engineering : Jurnal Teknik Sipil 3, no. 2 (2020): 97–106. http://dx.doi.org/10.35334/be.v3i2.1171.

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Double reinforcement beam design, increasing the compressive reinforcement can increase the flexural capacity moment and ductility of concrete beams. This helps planners to improve flexural capacity moment with minimal dimensions, that are still acceptable in terms of aesthetics. The purpose of this study is to know how much influence the increasing compressive reinforcement can increase the flexural capacity moment and ductility of concrete beams. Experimental research with beam specimens 20x20x60 cm, 2D16 tensile reinforcement, fc’ 25 mpa and fy 320 mpa. With a ratio of compressive reinforce

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Minapoor, Shohreh, Saeed Ajeli, and Mahdi Salmani Tehrani. "Investigation into tensile strength of noncrimp three-dimensional orthogonal woven structure." Journal of Industrial Textiles 49, no. 2 (2018): 200–218. http://dx.doi.org/10.1177/1528083718775980.

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Noncrimp three-dimensional orthogonal carbon weave is a specific type of three-dimensional woven fabric which is expected to have high performance as composite reinforcement. In this paper, two different orthogonal weaves in terms of carbon fiber tow type and binder yarns insertion density are produced, and a comprehensive study on the tensile strength of carbon composite reinforcements is conducted. The fiber volume fraction and mechanical performance are found to be affected by these two weave parameters. The fabric architecture changes due to different binder yarns’ insertion densities, inf

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Abdkader, Anwar, Paul Penzel, Danny Friese, et al. "Improved Tensile and Bond Properties through Novel Rod Constructions Based on the Braiding Technique for Non-Metallic Concrete Reinforcements." Materials 16, no. 6 (2023): 2459. http://dx.doi.org/10.3390/ma16062459.

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Textile reinforcements have established themselves as a convincing alternative to conventional steel reinforcements in the building industry. In contrast to ribbed steel bars that ensure a stable mechanical interlock with concrete (form fit), the bonding force of smooth carbon rovings has so far been transmitted primarily by an adhesive bonding with the concrete matrix (material fit). However, this material fit does not enable the efficient use of the mechanical load capacity of the textile reinforcement. Solutions involving surface-profiled rods promise significant improvements in the bonding

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Kabil, Ahmet, Çağlar Yüksel, and Mustafa Çiğdem. "Production and characterization of AA2014-B4C surface-modificated composite via the squeeze casting technique." Revista de Metalurgia 58, no. 1 (2022): e217. http://dx.doi.org/10.3989/revmetalm.217.

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Metal matrix composite (MMCs) materials provide superiority to monolithic materials in various mechanical properties such as tensile, yield, abrasion resistance, impact resistance by adding reinforcements such as B4C, SiC, Al2O3. While liquid metal processes offer an important advantage, such as low-cost production in high volumes, the heterogeneous clustering of reinforcements in the matrix and the formation of porosity in the area between the reinforcement and matrix pose a problem for composite production. The squeeze casting method stands out in composite production due to its low cost, su

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M.N., Nwigbo, Lasisi U.E., and Ukaru Y.N. "Comparative Study of Tensile Properties of Hybrid AA6061/SIC/Carbonized Coconut Shell Micro and Nano Composites." International Journal of Mechanical and Civil Engineering 5, no. 1 (2022): 10–24. http://dx.doi.org/10.52589/ijmce-yemppwep.

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This study synthesized a hybrid aluminium 6061 matrix composite with particulates of silicon carbide, SiCp and carbonized coconut shell (CCSP as reinforcements), and determined the effect of combining SiCp and CCSp reinforcements of different sizes and weight fractions on the strength properties and microstructure of the developed composite. The hybrid aluminium matrix composites were developed using the stir casting method. Several samples of the composites consisting of AA6061 alloy with 3, 6, 9, 12 and 15% by wt. each of CCSp and SiCp with average particle sizes of 38μm and 42.3nm for SiC,

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Song, Xiao Yan, and Pei Wen Zhang. "Finite Element Analysis of Dynamic Splitting Tensile Mechanical Properties of Reinforced Concrete." Advanced Materials Research 941-944 (June 2014): 695–700. http://dx.doi.org/10.4028/www.scientific.net/amr.941-944.695.

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Finite element analysis is carried out on the dynamic splitting tensile mechanical properties of reinforced concrete with LS-DYNA. The impact of strain rate and reinforcement ratio on the dynamic tensile strength and failure mode of reinforced concrete is considered in the calculation. The result shows that the form of reinforcement and reinforcement ratio has a greater impact on the failure mode and tensile strength of concrete. The dynamic splitting tensile strength of reinforced concrete has a certain strain rate effect and its splitting tensile strength increases with the strain rate; the

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Andreopoulos, A. G., and P. A. Tarantili. "Treated Aramid Fibres as Reinforcement for Epoxies." Advanced Composites Letters 3, no. 3 (1994): 096369359400300. http://dx.doi.org/10.1177/096369359400300303.

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Aramid fibres are chemically treated with methacryloyl chloride in order to improve their adhesion to epoxy resins. Original and modified fibres were characterised by FTIR spectroscopy, optical microscopy and tensile tests. The wettability of fibres was assessed by contact angle measurements. Also, composite specimens were prepared using epoxy resin as a matrix and their tensile characteristics were determined. The microscopic examination of the fracture surfaces of composite specimens tested in tension, shows improvement in adhesive bonding between the chloride treated fibres and the epoxy ma

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Ashad, Hanafi, Rezki Muhammad Suharto Hartawan Nurdin, Muhammad Chairus Nizar, Toni Utina, and Muhammad Syarif. "Sifat Sifat Mekanik Beton dengan Menggunakan Fiber Reinforced Polymer (FRP)." Jurnal Talenta Sipil 7, no. 2 (2024): 540. http://dx.doi.org/10.33087/talentasipil.v7i2.538.

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This study investigates the impact of Carbon Fiber Reinforced Polymer (CFRP) reinforcement on the mechanical properties of concrete, by testing the compressive strength, tensile strength, flexural strength, and shear strength of concrete with and without CFRP reinforcement. The results of the study show a significant improvement in all aspects after the application of CFRP. Specifically, the compressive strength of concrete consistently increases after CFRP reinforcement, with CFRP 2 Layer reinforcement showing the highest increase. Similarly, the tensile strength and flexural strength of conc

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Li, Ying Min, Lu Wang, and Li Ping Liu. "Study on Constructional Reinforcement for the Foundation of Blast Furnace due to Temperature Effect." Applied Mechanics and Materials 94-96 (September 2011): 1545–48. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.1545.

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Based on the test and numerical analysis, the paper studied the constructional reinforcement of blast furnace foundation under the influence of concrete hydration and top temperature. The results indicate that constructional reinforcement should be thinner and have a small spacing. Stress concentration always appears around the corner and constraints of blast furnace foundation, where should be strengthened with constructional reinforcements. In order to prevent cracks caused by internal tensile stress during concrete hardening, it is necessary to place temperature reinforcement inside the fou

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Paramsothy, Muralidharan, Syed Fida Hassan, Nguyen Quy Bau, Narasimalu Srikanth, and Manoj Gupta. "Selective Enhancement of Tensile/Compressive Strength and Ductility of AZ31 Magnesium Alloy via Nano-Al₂O₃ Reinforcement Integration Method Alteration." Materials Science Forum 618-619 (April 2009): 423–27. http://dx.doi.org/10.4028/www.scientific.net/msf.618-619.423.

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Two new AZ31 nanocomposites containing Al2O3 nanoparticle reinforcement were fabricated with different reinforcement integration methods using solidification processing followed by hot extrusion. Each nanocomposite had similar composition (Al and Zn contents), microstructure (grain and intermetallic particle sizes, Al2O3 nanoparticle distribution) and hardness. However, the first nanocomposite had better overall tensile properties compared to the second nanocomposite. Also, the second nanocomposite exhibited better overall compressive properties compared to the first nanocomposite. On the whol

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Yoo, Sunjae, Tianfeng Yuan, Sehee Hong, and Youngsoo Yoon. "Evaluation of Structural Performance of Concrete Beams Strengthened with Carbon Fiber Sheets and No-Slump Concrete." Journal of the Korean Society of Hazard Mitigation 20, no. 4 (2020): 185–93. http://dx.doi.org/10.9798/kosham.2020.20.4.185.

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In this study, the compression and tensile sections of existing concrete were reinforced using carbon fiber sheet (CFS) and no-slump high-strength, ductility concrete (NSHSDC) to evaluate the structural response of the reinforced concrete. From the experimental test results, the CFS showed a low energy dissipation ability when reinforced at both the compression and tensile sections. However, the NSHSDC reinforcement exhibited high energy dissipation and the lowest deflection under maximum load at both the compression and tension sections. The NSHSDC without reinforcement in the compression sec

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Vijayakumar, S., P. S. Satheesh Kumar, Pappula Sampath kumar, Selvaraj Manickam, Gurumurthy B. Ramaiah, and Hari Prasadarao Pydi. "The Effect of Stir-Squeeze Casting Process Parameters on Mechanical Property and Density of Aluminum Matrix Composite." Advances in Materials Science and Engineering 2022 (October 12, 2022): 1–10. http://dx.doi.org/10.1155/2022/3741718.

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This present investigation focusing on preparation of Al-based hybrid composites in which Al6082 is engaged as the main alloy reinforced with two reinforcements of ZrSiO₄/TiC. The combination of the stir-squeeze process helps to make different specimen by change of four parameters such as stir speed, stir time, reinforcements, and squeeze pressure. In this process, two reinforcements are reserved as constant about 7.5 wt%. The four levels of each parameter are stir speed (300, 400, 500, and 600 rpm), stir time (10, 15, 20, and 25 min), reinforcement (2.5, 5, 7.5, and 10 wt%), and squeeze press

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Wdowiak-Postulak, Agnieszka, Marek Wieruszewski, František Bahleda, Jozef Prokop, and Janusz Brol. "Fibre-Reinforced Polymers and Steel for the Reinforcement of Wooden Elements—Experimental and Numerical Analysis." Polymers 15, no. 9 (2023): 2062. http://dx.doi.org/10.3390/polym15092062.

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These elements are innovative and of interest to many researchers for the reinforcement of wooden elements. For the reinforced beam elements, the effect of the reinforcement factor, FRP and steel elastic modulus or FRP and steel arrangement of the reinforcement on the performance of the flexural elements was determined, followed by reading the load-displacement diagram of the reinforced beam elements. The finite element model was then developed and verified with the experimental results, which was mainly related to the fact that the general theory took into account the typical tensile failure

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Shi, Nan Nan, Da Hai Huang, and Run Xiao Zhang. "Effect of Reinforcement Size on Concrete Crack Width with the Same Reinforcement Ratio." Applied Mechanics and Materials 193-194 (August 2012): 600–604. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.600.

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The quantitative influence of tensile steel bars size on the concrete crack width is analyzed. According to the engineering experience, the smaller diameter steel bars are superior to the bigger ones with the same reinforcement ratio consideration. However, the quantitative analyses have not been well treated. The criterion of “element with the maximum tensile stress will crack” and classic formula of the crack width in “Design code for hydraulic concrete structures”, are combined to analyze the uniaxial tensile specimens. Finally, three conventional diameters of tensile steel bars (14, 16 and

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Konzilia, Julian, Jonas Wachter, Matthias Egger, et al. "Embroidered Carbon Reinforcement for Concrete." Buildings 13, no. 9 (2023): 2293. http://dx.doi.org/10.3390/buildings13092293.

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This research focuses on the manufacturing process and mechanical properties of textile reinforcements fabricated using embroidery technology. The study investigates both 2D and 3D reinforcement products and compares the advantages and possibilities of embroidery technology with other manufacturing methods. A series of tests using carbon reinforcement is conducted, and the results are presented and evaluated comprehensively. The uniaxial tensile tests reveal the characteristic behavior of carbon-reinforced concrete (CRC). Furthermore, the bonding behavior between the concrete matrix and embroi

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Diao, Pinxin, Zongyou Ling, Yunbo Bai, Weihua Lu, and Yongxing Zhang. "Ductility Variation and Improvement of Strain-Hardening Cementitious Composites in Structural Utilization." Materials 17, no. 4 (2024): 831. http://dx.doi.org/10.3390/ma17040831.

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Strain-hardening cementitious composite (SHCC) has the obvious advantages of excellent material properties such as its high tensile and compressive strengths, high tensile strain capacity, and excellent durability against multi-cracking performance with very fine crack widths. In particular, the multi-cracking performance of SHCC during structural utilization is obviously reduced compared to that of SHCC in uniaxial tension tests using dumbbell-shaped specimens of small size. The corresponding tensile strain capacity of SHCC during structural utilization is, thus, significantly decreased compa

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Silva, T. F., and J. C. Della Bella. "Design of compression reinforcement in reinforced concrete membrane." Revista IBRACON de Estruturas e Materiais 5, no. 6 (2012): 820–47. http://dx.doi.org/10.1590/s1983-41952012000600007.

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This paper presents a method to design membrane elements of concrete with orthogonal mesh of reinforcement which are subject to compressive stress. Design methods, in general, define how to quantify the reinforcement necessary to support the tension stress and verify if the compression in concrete is within the strength limit. In case the compression in membrane is excessive, it is possible to use reinforcements subject to compression. However, there is not much information in the literature about how to design reinforcement for these cases. For that, this paper presents a procedure which uses

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A, Praveenkumar, and Divyasankari G. "Flexural Behavior of RCC Beam Using Confined Reinforcement with Helical Stirrups." International Journal of Innovative Research in Advanced Engineering 11, no. 05 (2024): 440–50. http://dx.doi.org/10.26562/ijirae.2024.v1105.01.

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In the present condition the cost of construction goes on increasing due to usage of steel. In order to improve the tensile strength in concrete and reducing the usage of steel, a new type of reinforcement is essential for making an economical building. The main objective of our project is to reduce the usage of steel by providing helical stirrups in the reinforcement recommended as per IS 456:2000. By this method of reinforcement, we can achieve flexure in reinforced concrete beams which opposes conventional method of reducing the neutral axis depth of the beam. The under reinforced section o

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Hematibahar, Mohammad, Nikolai I. Vatin, Taheri Jafari Hamid, and Tesfaldet H. Gebre. "Effect of using 3D-printed shell structure for reinforcement of ultra-high-performance concrete." Structural Mechanics of Engineering Constructions and Buildings 19, no. 5 (2023): 534–47. http://dx.doi.org/10.22363/1815-5235-2023-19-5-534-547.

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This study aims to investigate the effect of 3D-printed polymer shell reinforcemen ton ultra-high-performance concrete. The mechanical properties of ultra-high-performance polymer reinforced concrete have been investigated. At first, the 3D-printed shell reinforcements were designed using 3D Max and Rhino 6 software. Then, each was fabricated through the fused deposition modeling method and positioned into the cubic, cylindrical, and prismatic molds. In the next step, the prepared Ultra-High-Performance Concrete mixture was poured into the molds, and the samples were cured for 28 days. Finally

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Boris, Duchamp, Legrand Xavier, and Soulat Damien. "The tensile behaviour of biaxial and triaxial braided fabrics." Journal of Industrial Textiles 47, no. 8 (2016): 2184–204. http://dx.doi.org/10.1177/1528083716654469.

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The tensile behaviour of braid reinforcement is classically described by the behaviour of composite elaborated from these reinforcements. Few studies concern the tensile behaviour of braided fabrics. In this paper biaxial and triaxial braids are manufactured on a braiding loom. The evolution of key parameters as linear mass and braiding angle in function of process parameters is presented. Braid reinforcements are characterized in uniaxial tensile. The mechanical behaviour is analysed and compared in function of the braiding angle, but also different kinds of braid are considered. A specific b

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Bourscheid, Cleide Beatriz, Rodrigo Figueiredo Terezo, Polliana D’Angelo Rios, Alexsandro Bayestroff Da Cunha, Deyvis Borges Waltrick, and João Laryan Borges Righez. "STRENGTH OF STRUCTURAL FINGER-JOINTS REINFORCED WITH FIBERS." FLORESTA 49, no. 1 (2018): 031. http://dx.doi.org/10.5380/rf.v49i1.53549.

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The finger-joints are the kind of top joints most used in wood blades to manufacture glued laminated timber (GLULAM) and present direct influence on their rigidity and final mechanical strength. Thus, the objective of this study was to evaluate the tensile strength parallel to grain with different compositions of reinforcements concentrated on finger-joints. Two geometries were used to execute the finger-joints and two species: Pinus taeda and Eucalyptus spp. The reinforcements were fabrics from glass or carbon fibers bonded with polyurethane structural adhesive. The treatments used were: "A-G

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SNEHAL, B. WALKE, and N. PATIL AJIT. "EXPERIMENTAL STUDY OF COMPRESSION REINFORCEMENT ON DOUBLY REINFORCED BEAM." Seybold Report Journal 18, no. 09 (2023): 164–77. https://doi.org/10.5281/zenodo.8351042.

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<strong>Abstract</strong> Reinforced concrete (RC) is one of the most widely used building materials in the world. Civil engineering structures mostly utilize components constructed of RC in a variety of shapes and sizes. Reinforcing steel and concrete work together resist compression and tension, (tension and compression) respectively, in reinforced concrete; the reinforcing bar, however, also resists shear, tensile, and compressive stresses. Cross-sectional area of plain cement concrete is taken into account while performing analysis by any software; however reinforcement bar area is no

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