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Journal articles on the topic 'Flexural behaviour'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Morey, N. N., S. D. Patil, and A. P. Khangan. "Flexural Behaviour of GFRP Bars." International Journal of Trend in Scientific Research and Development Volume-2, Issue-2 (2018): 1503–5. http://dx.doi.org/10.31142/ijtsrd9645.

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2

Dinesh Kumar, J., A. Sattainathan Sharma, and K. Suganya Devi. "Study on Flexural Behaviour of RC Beam Strengthened with FRP." Journal of Physics: Conference Series 2040, no. 1 (2021): 012019. http://dx.doi.org/10.1088/1742-6596/2040/1/012019.

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Abstract This paper provides the analytical and experimental work of reinforced concrete beams strengthened with FRP. The main objective of this investigation is to study the flexural behaviour of reinforced concrete beams of different methods of strengthening methods using GFRP to find the flexural strength, failure modes, and ductility of the reinforced concrete beam. All beams were strengthened for flexure with external bonding to prevent flexural failure. The analytical and experimental results indicated that the externally bonded GFRP used for flexural strengthening of reinforced concrete

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Khan, Dr Md Imran, and Prof Aajid Khan. "Flexural Behaviour of FRC Beams Wrapped With FRP." Indian Journal of Structure Engineering 3, no. 2 (2023): 12–18. http://dx.doi.org/10.54105/ijse.a1317.113223.

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Structural elements such as beams, slabs and columns may require strengthening during their service life period. A concrete structure may need strengthening for many reasons such as to increase live load capacity, to add reinforcement to a member that has been unsigned or wrongly constructed. The FRPs have various advantages like, high strength to weight ratio, corrosion resistance and ease of installation and flexibility in its use. FRP material which are available in the form of sheet are being used to strengthen a variety of RC elements to enhance the flexural, shear and axial load carrying

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Bneni, Mohamed Khalifa, and Samir Hasuna Ashour. "Modelling and simulation of flexural behavior for reinforced concrete beams using ANSYS." Al-Mukhtar Journal of Engineering Research 7, no. 1 (2024): 43–56. http://dx.doi.org/10.54172/mx8n6k70.

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Over the last twenty years, many investigators are used finite element software, to validate and compare the FE results with their experimental research. This work focused on the development of a numerical model implemented by the ANSYS 2022R2 software, to simulate the flexural behavior of the RC beam. Numerical models are tested under four-point bending. To investigate the influence of reinforcement steel ratio and compressive strength of concrete on the flexural capacity of the model. The results indicated that the Finite Element model was able to predict the flexural behavior of the experim

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S, Vishnu Prasad, Vennila A, and Aakash V. "Experimental Study On Flexural Behaviour Of Geocement Concrete Beam." International Journal of Research Publication and Reviews 5, no. 5 (2024): 6756–61. http://dx.doi.org/10.55248/gengpi.5.0524.1291.

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6

N., N. Morey, D. Patil S., and P. Khangan A. "Flexural Behaviour of GFRP Bars." International Journal of Trend in Scientific Research and Development 2, no. 2 (2018): 1503–5. https://doi.org/10.31142/ijtsrd9645.

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Reinforced Cement Concrete RCC structures are usually reinforced with steel bars which are subjected to corrosion at critical temperatures and atmospheric conditions. Also the cost of steel reinforcement plays a significant role in any RCC construction. The rising prices of steel and their unavailability throughout the year have brought the contractors and engineers into a great trouble. The RCC structures can also be reinforced with other materials such as fibers specifically Glass Fiber Reinforced Polymer and Carbon Reinforced Fiber Polymer GFRP . This deals with the study of RCC beams when

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S.Dharanidharan, *. "FLEXURAL BEHAVIOUR OF FERROCEMENT COMPOSITE SLAB." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 10 (2016): 726–32. https://doi.org/10.5281/zenodo.163292.

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This project deals with an investigational program to understood the flexural behavior of a Ferro cement composite slabs under mid third loading. The concept of composite slabs bring in shut decking or shear connectors are well established. But still, in countries like India, the application of same is limited due to difficulties in manufacture and also due to concerns like fire resistance, durability, aesthetics etc., this study is an attempt to exploit the concept of steel – concrete composite to a comparable system in which steel sheeting is replaced by Ferro cement elements. These elements

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Arief Budiman and Erizal. "Pengaruh Pola Anyaman terhadap Perilaku Lentur Textile Reinforced Concrete (TRC) dengan Perkuatan Serat Rami." Jurnal Teknik Sipil dan Lingkungan 6, no. 3 (2021): 205–20. http://dx.doi.org/10.29244/jsil.6.3.205-220.

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The demand of concrete has increased in Indonesia. A reinforced concrete innovation being developed is Textile Reinforced Concrete (TRC). Ramie fiber has great potential to be used as a construction material because it has advantages over other natural fibers, such as tensile strength properties. The research aims to analyzed flexural behaviour of Ramie fiber TRC. This research was conducted from February until June 2021 at IPB University. The research was carried out through several stages, that are testing of TRC materials, mix design, weaving and coating ramie fiber, manufacturing and curin

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9

Chikkol Venkateshappa, Srinivasa, Basavaraju Bennehalli, Mownesh Gadde Kenchappa, and Raghu Patel Gowda Ranganagowda. "Flexural behaviour of areca fibers composites." BioResources 5, no. 3 (2010): 1846–58. http://dx.doi.org/10.15376/biores.5.3.1846-1858.

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A study has been carried out to evaluate physical and flexural properties of composites made by areca fibers with a randomly distributed orientation of fibers. The extracted areca fibers from the areca husk were alkali treated with potassium hydroxide (KOH) to get better interfacial bonding between fiber and matrix. Then composites were developed by means of a compression molding technique with varying process parameters, such as fiber condition (untreated and alkali treated), and fiber loading percentages (50% and 60% by weight). The developed areca fiber reinforced composites were then chara

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10

Belkadi, Hadjer, Abdelkrim Bourzam, and Messaoud Saidani. "Structural Performance of Reinforced Concrete Beams with Steel Fibres as Secondary Reinforcement: Experimental and Pre-peak Numerical Modelling." Journal of Building Materials and Structures 11, no. 2 (2024): 143–57. https://doi.org/10.34118/jbms.v11i2.4084.

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This research consists of an experimental and a numerical investigation into improving the structural performance of reinforced concrete (RC) beams by incorporating hooked-end steel fibres. Experimentally, steel fibres were added to the concrete matrix of 80 mm × 180 mm × 1500 mm RC beams with fibre contents of 0%, 0.5%, and 1%, without replacing traditional reinforcement bars. Each beam underwent a four-point flexural test using a hydraulic press under static loading to evaluate the influence of fibres on flexural behaviour. The numerical analysis aimed to model the macro-scale flexural behav

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11

Lopes, S. M. R., and J. Harrop. "Flexural behaviour of prestressed continuous beams." Proceedings of the Institution of Civil Engineers - Structures and Buildings 146, no. 1 (2001): 67–74. http://dx.doi.org/10.1680/stbu.2001.146.1.67.

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12

Reis, P. N. B., J. A. M. Ferreira, F. V. Antunes, and J. D. M. Costa. "Flexural behaviour of hybrid laminated composites." Composites Part A: Applied Science and Manufacturing 38, no. 6 (2007): 1612–20. http://dx.doi.org/10.1016/j.compositesa.2006.11.010.

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13

Real, E., and E. Mirambell. "Flexural behaviour of stainless steel beams." Engineering Structures 27, no. 10 (2005): 1465–75. http://dx.doi.org/10.1016/j.engstruct.2005.04.008.

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14

Ban, Huiyong, Jiatian Wei, Jiawei Luo, and Yuanqing Wang. "Flexural behaviour of deconstructable composite beams." Structures 51 (May 2023): 669–83. http://dx.doi.org/10.1016/j.istruc.2023.03.067.

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15

Aziz, Khalidah, Noridah Mohamad, Muhammad Tahir Lakhiar, A. A. A. Samad, Suriani Jusoh, and Anis Sofia. "Flexure behaviour of foamed concrete incorporating BSP and POFA strengthened with CFRP." International Journal of Engineering & Technology 7, no. 4 (2019): 6735–40. http://dx.doi.org/10.14419/ijet.v7i4.19391.

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This paper investigated the flexural behavior of lightweight foamed concrete (LFC) incorporating banana skin powder (BSP) and palm oil fuel ash (POFA), strengthened with carbon fiber reinforce polymer (CFRP) plate. The BSP and POFA are added in the LFC mixture at various percentages as cement and sand replacement, respectively. LFC cubes incorporating BSP and POFA, LFC-BSP-POFA, were cast and tested under compression to determine its compressive strength. LFC-BSP-POFA prisms strengthened with 100 mm and 150 mm length of CFRP plates glued on its bottom mid-span surface were cast and tested unde

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16

Angeli, P., F. De Bona, and M. G. Munteanu. "Flexural stiffness of leaf springs for compliant micromechanisms." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 222, no. 12 (2008): 2505–11. http://dx.doi.org/10.1243/09544062jmes1022.

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Von Kármán equations have been used to evaluate the flexural behaviour of rectangular leaf springs with constant thickness. A closed form solution is obtained, showing that flexural stiffness varies continuously from that obtained by considering a beam model to the value given by the linear plate theory. This behaviour depends on section geometry, Poisson's ratio, and main curvature. A new characterizing parameter, whose relation with flexural stiffness allows a typical non-linear behaviour to be emphasized, is introduced in this work. In particular, for a given geometry and material, the flex

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17

Manoj, D., and M. Purusothaman. "Mechanical Properties and Flexural Behaviour of Basalt and Polypropylene Fiber Reinforced Concrete Beams." Indian Journal Of Science And Technology 18, no. 7 (2025): 517–25. https://doi.org/10.17485/ijst/v18i7.4033.

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Objectives: The intent of the study is to assess the strength and flexural behavior of hybrid fiber reinforced concrete beams containing both basalt fiber and polypropylene fibers. Methods: Basalt fibers were added in volume fractions of 0%, 0.25%, 0.5%, 0.75%, and 1% into the Polypropylene fiber reinforced concrete mixture. The mechanical properties of concrete, such as compressive strength, flexural strength, and modulus of elasticity, were obtained for conventional concrete, polypropylene fiber reinforced concrete, and hybrid fiber reinforced concrete mixes through standard testing procedur

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18

Makki, Ola Mazen, and Hayder M. K. Al-Mutairee. "Continuous Deep Beams Behavior Under Static Loads: A Review Study." IOP Conference Series: Earth and Environmental Science 961, no. 1 (2022): 012034. http://dx.doi.org/10.1088/1755-1315/961/1/012034.

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Abstract Few studies discussed the continuous deep beams CDB behaviour in spite of its great importance in building constructions due to the usual use in bridges and tall buildings as a load distributer. The behaviour of CDB shows a different behaviour when comparing with the simply supported one, so the expected behaviour of SDB does not match with the CDB. So, this paper deals with reviewing the behaviour of CDB in the past researches. It has been concluded that, the CDB resist the applied loads by flexural and shear together, the flexural behaviour appears at the first loading stage then th

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19

Saji, Ms Ansu P., and Ms Lekshmi Priya R. "Flexural Behaviour of SFRC Curved Deep Beams." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 574–79. http://dx.doi.org/10.22214/ijraset.2022.45372.

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Abstract: As per IS 456:2000, deep beams can be defined as the structures that having span to depth ratio less than 2 for a simply supported beam and 2.5 for a continuous beam. Also these members are loaded on one face and supported on the opposite face. Uses of curved deep beams are increasing in structures like rounded corners of buildings, circular balconies, water tanks etc. Steel Fiber Reinforced Concrete (SFRC) is a concrete with short, discrete lengths of steel fibers which are randomly dispersed. The load deformation behavior of curved deep beam of different curvatures gives an idea ab

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20

S P, Saran, Selvan V, and Enith Kumar. "Investigation on Flexural behaviour of Polyvinyl Alcohol Fiber Reinforced Concrete Beam." International Journal of Research Publication and Reviews 5, no. 5 (2024): 4078–86. http://dx.doi.org/10.55248/gengpi.5.0524.1234.

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21

Alhayek, Abdulrahman, Agusril Syamsir, Abu Bakar Mohd Supian, Fathoni Usman, Muhammad Rizal Muhammad Asyraf, and Mohd Afdzaluddin Atiqah. "Flexural Creep Behaviour of Pultruded GFRP Composites Cross-Arm: A Comparative Study on the Effects of Stacking Sequence." Polymers 14, no. 7 (2022): 1330. http://dx.doi.org/10.3390/polym14071330.

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Pultruded glass fibre reinforced polymer (pGFRP) composites provide outstanding properties for composite polymer cross arms in power transmission line applications. This study has investigated the effects of various stacking sequences of fibres directions of pGFRP on flexural strength and creep behaviour. The use of static four-point bending flexural tests revealed that Stacking Sequence 2 (±45/0/90/0/90/0) had a significant flexural strength of 399.9 MPa while Stacking Sequence 1 (±45/90/0/±45) had a flexural strength of 242.5 MPa. Furthermore, the four-point bending creep experiments were pe

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22

Gayathri, H. Thanya, R. Baskar, and N. Pannirselvam. "Experimental Investigation on Flexural Behaviour of Encased Cold Formed Steel Section in Reinforced Concrete Beams." Indian Journal Of Science And Technology 18, no. 23 (2025): 1873–81. https://doi.org/10.17485/ijst/v18i23.881.

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Objectives: This research investigates flexural behaviour by comparing the experimental findings of two sample specimens: encased Cold Formed Steel (CFS) concrete beams and conventional reinforced concrete beams. Understanding the failure modes seen in encased CFS is critical for developing a safe and efficient composite system. Methods: The flexural behaviour of CFS encased in typical concrete beams was assessed using Four Point Bending Test. Compressive strength, flexural strength, deflection, stiffness, failure modes, load-carrying capacity, and structural performance are determined by the

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23

Mikhailovsky, Leonid, D. J. Laurie Kennedy, and Raymond W. S. Lee. "Flexural behaviour of bolted joints of corrugated steel plates." Canadian Journal of Civil Engineering 19, no. 5 (1992): 896–905. http://dx.doi.org/10.1139/l92-101.

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Even though the design of corrugated steel plate culverts is based on compression ring theory, soil-steel structure interaction will likely lead to the development of bending moments in the steel plates. Successful application of these structures requires that these moments be accommodated without distress, while the plate carries axial thrust. This requires ductile flexural behaviour.The results of 13 flexural tests, with two-point loading, on lap joints of 3, 5, and 7 mm thick corrugated steel plates, as well as one test on plain 5 mm thick corrugated steel plate, are reported. Bolt configur

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24

Sathish Kumar, Veerappan, Namasivayam Ganesan, Pookattu Vattarambath Indira, Gunasekaran Murali, and Nikolai Ivanovich Vatin. "Flexural Behaviour of Hybrid Fibre-Reinforced Ternary Blend Geopolymer Concrete Beams." Sustainability 14, no. 10 (2022): 5954. http://dx.doi.org/10.3390/su14105954.

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Geopolymer concrete is one of the innovative eco-friendly materials that has gained the attention of many researchers in the sustainable development of the construction industry. The primary objective of this experimental investigation is to study the flexural behaviour of the ternary blend geopolymer concrete (TGPC) with various proportions of hybrid fibres. In this study, 27 reinforced concrete beams were cast with a TGPC grade of M55 and tested under monotonic loading conditions. The specimens were beams of length 1200 mm, depth of 150 mm, and width of 100 mm. Crimped steel (metallic) fibre

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25

Kabashi, Naser, Cene Krasniqi, Ragip Hadri, Violeta Nushi, and Arton Dautaj. "Serviceability Behavior of Reinforcement Concrete Beams with Polypropylene and Steel Fibers." Advanced Materials Research 1129 (November 2015): 298–303. http://dx.doi.org/10.4028/www.scientific.net/amr.1129.298.

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Serviceability Limit States (SLS) may lead to the design of concrete elements internally reinforced with Fiber Reinforced Polymer (FRP).In many types of concrete structure loss the serviceability due to wide cracks, number of cracks or large deflection is not uncommon behaviour in concrete structures or concrete beams.The flexural ductility affects the serviceability deflection of RC beams once flexural cracking take place.Imprvement will be focused on the use of polypropilene fibres , which is the subject of thispaper. The performance of concrete with fibers is judged by the flexural toughnes

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26

Yuan, Fang, Liping Chen, Mengcheng Chen, and Kaicheng Xu. "Behaviour of Hybrid Steel and FRP-Reinforced Concrete—ECC Composite Columns under Reversed Cyclic Loading." Sensors 18, no. 12 (2018): 4231. http://dx.doi.org/10.3390/s18124231.

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Fibre-reinforced polymer (FRP) is used widely in concrete structures owing to its noncorrosive, light-weight, nonmagnetic, and high tensile-strength properties. However, the FRP-reinforced concrete flexural member exhibits low ductility owing to the linear–elastic property of FRP reinforcement. Hybrid steel—FRP-reinforced concrete members exhibit good strength and ductility under flexure owing to the inelastic deformation of steel reinforcement. The existing investigations have focused on the mechanical behaviours of the hybrid steel—FRP-reinforced flexural members. Only few studies have been

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27

Filiatrault, André, Danilo D'Aronco, and René Tinawi. "Seismic shear demand of ductile cantilever walls: a Canadian code perspective." Canadian Journal of Civil Engineering 21, no. 3 (1994): 363–76. http://dx.doi.org/10.1139/l94-039.

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During severe earthquakes, ductile flexural walls are expected to exhibit inelastic flexural behaviour while other brittle deformation mechanisms, such as shear, should remain elastic. The philosophy of the Canadian seismic provisions for flexural walls is based on the assumption that the force reduction factor is applicable to both flexure and shear. If the bending moments are limited because of the flexural strength of a wall, then the shear forces are considered to be limited by the same ratio. Recent case studies have not confirmed this philosophy. Brittle shear failures in walls are still

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28

Wu, Xuan, Yingcai Pan, Guoqing Wu, Zheng Huang, Rui Tian, and Siqiang Sun. "Flexural Behaviour of CFRP/MG Hybrid Laminates with Different Layers Thickness." Advanced Composites Letters 26, no. 5 (2017): 096369351702600. http://dx.doi.org/10.1177/096369351702600505.

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Three different types of fibre metal laminates (FMLs) with varying layers thickness, consisting of carbon fibre reinforced polymer (CFRP) prepregs and magnesium alloy sheets, were prepared by a hot-press process. The flexural behaviour of the FMLs were investigated using a three point flexural test method, to investigate the effect of layer thickness on flexural behaviour of FMLs while maintaining a constant metal volume fraction and constant overall thickness in the design process. The results show that the flexural modulus of the FMLs decreases in an almost linear manner with the decrease of

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29

Wee, Lee Siong, Oh Chai Lian, and Mohd Raizamzamani Md Zain. "Evaluation of the Design Mix Proportion on Mechanical Properties of Engineered Cementitious Composites." Key Engineering Materials 775 (August 2018): 589–95. http://dx.doi.org/10.4028/www.scientific.net/kem.775.589.

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This paper investigates the mechanical properties of engineered cementitious composites (ECC) in terms of compressive strength and flexural behaviour. A new version of ECC made of cement, ground granulated blast-furnace slag (GGBS), local sand, polypropylene (PP) fibers, water and superplasticizer (SP) was employed in this study. Few series of ECC mixtures were designed, cast, and tested in compression and flexural after 28 days of curing. The effect of the fiber content and sand content were studied in different cement-GGBS combination. Compression test results indicated that all ECC mixtures

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Du, Chuang, Xian Rong, and Xue Jun Liu. "The Finite Element Analysis of CLAC Beam." Advanced Materials Research 468-471 (February 2012): 2491–94. http://dx.doi.org/10.4028/www.scientific.net/amr.468-471.2491.

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In this paper, a comprehensive numerical investigation is presented on the behaviour of ceramsite light aggregate concrete(CLAC) beam by the non-linear finite element method. The investigation includes the entire process of the beam from loading to failure. Numerical analysis results show that the flexural behavior of CLAC beam is obtained by numerical simulation,including load-deflection curve, cross section stress and crack development ect. Numerical simulation may replace the actual experiment for study on flexural behavior of CLAC beam.

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31

Qiao, Pizhong, Qinghui Liu, Zheng Lu, and Zhanji Wang. "Flexural behaviour of GFRP-encased concrete panels." Magazine of Concrete Research 70, no. 24 (2018): 1265–79. http://dx.doi.org/10.1680/jmacr.17.00423.

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32

Xia, Yidong, Jordan Klinger, Tiasha Bhattacharjee, and Vicki Thompson. "The elastoplastic flexural behaviour of corn stalks." Biosystems Engineering 216 (April 2022): 218–28. http://dx.doi.org/10.1016/j.biosystemseng.2022.02.016.

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33

Su, Qingtian, Chong Wu, Xu Han, et al. "Flexural Behaviour of Orthotropic Composite Bridge Deck." IABSE Symposium Report 104, no. 11 (2015): 1–7. http://dx.doi.org/10.2749/222137815815775376.

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Yun, H. D., C. S. Choi, and L. H. Lee. "Behaviour of high-strength concrete flexural walls." Proceedings of the Institution of Civil Engineers - Structures and Buildings 157, no. 2 (2004): 137–48. http://dx.doi.org/10.1680/stbu.2004.157.2.137.

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35

Sudhakarreddy, K., Srinivas Angadi, B. Sivakondareddy, T. Chandrasekharreddy, and Venu Malagavelli. "Flexural behaviour of cement added geopolymer concrete." IOP Conference Series: Materials Science and Engineering 431 (November 8, 2018): 092003. http://dx.doi.org/10.1088/1757-899x/431/9/092003.

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Lakho, Nawab Ali, and Muhammad Auchar Zardari. "Flexural Behaviour of Reinforced Baked Clay Beams." Engineering 08, no. 07 (2016): 403–9. http://dx.doi.org/10.4236/eng.2016.87037.

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Chandekar, Harichandra, and Vikas Chaudhari. "Flexural creep behaviour of jute polypropylene composites." IOP Conference Series: Materials Science and Engineering 149 (September 2016): 012107. http://dx.doi.org/10.1088/1757-899x/149/1/012107.

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38

Djamaluddin, Rudy. "Flexural Behaviour of External Reinforced Concrete Beams." Procedia Engineering 54 (2013): 252–60. http://dx.doi.org/10.1016/j.proeng.2013.03.023.

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Sheehan, Therese, Xianghe Dai, Jie Yang, Kan Zhou, and Dennis Lam. "Flexural behaviour of composite slim floor beams." Structures 21 (October 2019): 22–32. http://dx.doi.org/10.1016/j.istruc.2019.06.021.

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40

Han, Lin-Hai. "Flexural behaviour of concrete-filled steel tubes." Journal of Constructional Steel Research 60, no. 2 (2004): 313–37. http://dx.doi.org/10.1016/j.jcsr.2003.08.009.

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41

Salvia, M. "Flexural fatigue behaviour of UDGFRP experimental approach." International Journal of Fatigue 19, no. 3 (1997): 253–62. http://dx.doi.org/10.1016/0142-1123(95)00111-5.

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42

Karthikeyan, Chedarampet S., Sundaram Sankaran, and Kishore. "Flexural Behaviour of Fibre-Reinforced Syntactic Foams." Macromolecular Materials and Engineering 290, no. 1 (2005): 60–65. http://dx.doi.org/10.1002/mame.200400177.

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43

Souza, Regina Helena F., and Julio Appleton. "Flexural behaviour of strengthened reinforced concrete beams." Materials and Structures 30, no. 3 (1997): 154–59. http://dx.doi.org/10.1007/bf02486387.

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44

Setiya Budi, Agus, Endang Rismunarsi, and Sunaryo. "Flexural Capacity of Bamboo Strip Notched Reinforced Concrete Beams." Applied Mechanics and Materials 845 (July 2016): 208–13. http://dx.doi.org/10.4028/www.scientific.net/amm.845.208.

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This study discusses the results of experiments on flexural strength of the concrete beams using bambo strip notch as reinforcement, with variations in the distance between the notch at 40 mm and 50 mm. The flexural parameters assessed were the flexural moments and load-deflection behaviour. The number of concrete beams specimen was 9 units. One sets for 3 beams containing round steel 8 mm as reinforcement and two sets of 6 beams containing bamboo as reinforcement were tested for flexural strength under third point loading. All beam specimens size is 110x150x1700 mm. The data recorded while te

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N, Sharankumar. "Flexural Behaviour of SCC Beams Incorporating Industrial Wastes." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 464–69. http://dx.doi.org/10.22214/ijraset.2023.53697.

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Abstract: Self-Compacting Concrete (SCC) is a concrete form developed in Japan. Because of its novelty, this form of concrete differs from traditional concrete. Compaction is required for conventional concrete, but not for SCC which is utilized in substantially reinforced constructions where it is challenging to compact concrete. Industrial wastes such as Fly Ash (FA) and Cement Kiln Dust (CKD) [which contaminate the environment] are used as partial replacements for cement, and, Granite Powder (GP) and Eco Sand (EC) are used as partial replacements for M-sand. The optimum mix proportions of ca

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Chin, Chee Seong, and Robert Yong Xiao. "Flexural Toughness of Concrete with High Performance Polymers." Advanced Materials Research 687 (April 2013): 480–84. http://dx.doi.org/10.4028/www.scientific.net/amr.687.480.

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Flexural toughness is a measure of energy absorption capacity and characterization of material’s ability to resist fracture under flexure loads. Concrete, when unreinforced, behaves generally well in compression but its flexural behaviour particularly the post-peak performance is rather weak and brittle. Conventional method has been to include steel fibres to enhance the flexural capacity but was discouraged by their impractically heavy cost and weight constraints. This paper presents the use of high performance polymeric fibres as a cost-effective and lightweight potential alternative which a

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Williams, M., D. Menon, and A. M. Prasad. "Flexural creep in plain concrete: State of the Art." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 341–45. http://dx.doi.org/10.38208/acp.v1.519.

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Concrete, being a viscoelastic material, creeps with time causing additional strains and deflections in flexural members. Most of the studies in creep of concrete are based on long-term tests on plain concrete standard cylinders under axial compression, very limited studies have been reported on creep of concrete in flexure and direct tension. Whether the mechanism of creep in tension is different from creep in compression is still being debated. Numerous studies have been reported in the literature showing varied results with regard to the effects of creep in direct compression, direct tensio

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Rafeeqi, S. F. A., S. U. Khan, N. S. Zafar, and T. Ayub. "Implication of Unbondedness in Reinforced Concrete Beams." Advanced Materials Research 587 (November 2012): 36–41. http://dx.doi.org/10.4028/www.scientific.net/amr.587.36.

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In this paper, behaviour of nine (09) RC beams (including two control beams) after unbonding and exposing flexural reinforcement has been studied which were intentionally designed and detailed to observe flexural and shear failure. Beams have been divided into three groups based on failure mode and unbounded and exposed reinforcement. Beams have been tested under two-point loading up to failure. Experimental results are compared in terms of beam behaviour with respect to flexural capacity and failure mode which revealed that the exposed reinforcement does not altered flexural capacity signific

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Lu, Yue Qing, and D. J. Laurie Kennedy. "The flexural behaviour of concrete-filled hollow structural sections." Canadian Journal of Civil Engineering 21, no. 1 (1994): 111–30. http://dx.doi.org/10.1139/l94-011.

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In Standard CAN/CSA S16.1-M89, the contribution of the concrete to the flexural capacity of concrete-filled hollow structural sections is acknowledged as an alternative approach, but no method of assessing it is given. Preliminary studies had indicated that the concrete increased the ultimate moment capacity, the initial flexural stiffness, and the ductility, and delayed local buckling of the steel, thus enhancing the behaviour considerably. A series of four flexural tests on rectangular and square cold-formed hollow structural steel sections and twelve on concrete-filled sections were underta

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Rossi, Laura, Ravi A. Patel, and Frank Dehn. "Compressive and tensile behaviour of alkali‐activated slag‐based concrete incorporating single hooked‐end steel fibres." ce/papers 6, no. 6 (2023): 335–41. http://dx.doi.org/10.1002/cepa.2773.

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AbstractThe effect of single hooked‐end steel fibres, namely Dramix® 3D, on the mechanical performance of alkali‐activated slag‐based concrete (AASC) and Portland cement concrete (PCC) has been investigated. Compressive strength, modulus of elasticity, stress‐strain response under uniaxial compression and tension, splitting tensile strength and flexural strength have been evaluated. The experimental results show that AASC incorporating 3D fibres in a volume fraction of 0.75% exhibits an enhanced behaviour, under both compression and tension, in comparison to PCC incorporating the same fibre ty

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