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Performance of Under Shear Reinforced Concrete Beams with Varying Strength against Static and Impact Load | ||
| Civil Engineering Infrastructures Journal | ||
| دوره 59، شماره 1، شهریور 2026، صفحه 189-206 اصل مقاله (1.32 M) | ||
| نوع مقاله: Research Papers | ||
| شناسه دیجیتال (DOI): 10.22059/ceij.2024.379538.2106 | ||
| نویسندگان | ||
| Senthil Kasilingam* 1؛ Manish Khanna2 | ||
| 1Assistant Professor, Department of Civil Engineering, Dr. B.R. Ambedkar National Institute of Technology, Jalandhar, Punjab, India. | ||
| 2Research Scholar, Department of Civil Engineering, Dr. B.R. Ambedkar National Institute of Technology, Jalandhar, Punjab, India. | ||
| چکیده | ||
| An attempt has been made to study the response of under shear Reinforced Concrete (RC) beams with varying strength concrete under static and impact loads. The experiment has been performed on beam strength as 20, 30, 40, and 50 MPa having cross sections of 50 × 100 mm with a span of 1.1 m. Also, a benchmark study was performed under a four-point bending static test, and further, three-point bending was converted theoretically in order to keep the test configuration equivalent to a three-point impact load test for comparison. The resistance of RC beams was studied in terms of impact force versus time and the deformed profile. It was observed that the resistance of beams was found to increase with increasing the strength of concrete; however, the beams were failed by shear. The reason may be due to the lack of shear capacity. The peak static force by four-point bending tests was found to be 33% higher than that of three-point bending tests. It was also observed that the Dynamic Amplification Factor (DAF) increases with an increase of concrete strength, and the highest DAF was found to be 4.75, corresponding to M50 concrete, whereas the same was found to be 3.5, corresponding to M20 concrete. | ||
| کلیدواژهها | ||
| Under Shear Reinforced Concrete Beam؛ Static Loading؛ Impact Loading؛ Dynamic Increase Factor؛ Deformation Capacity | ||
| مراجع | ||
|
Ahmad, S.H., Xie, Y. and Yu, T. (1995). "Shear ductility of reinforced lightweight concrete beams of normal strength and high-strength concrete", Cement and Concrete Composites, 17(2), 147-159, https://doi.org/10.1016/0958-9465(94)00029-X.
Anike, E.E., Saidani, M., Olubanwo, A.O. and Anya, U.C. (2022). “Flexural performance of reinforced concrete beams with recycled aggregates and steel fibres”, Structures, 39, 1264-1278, https://doi.org/10.1016/j.istruc.2022.03.089.
Anil, O., Durucan, C., Erdem, R.T. and Yorgancilar, M.A. (2016). “Experimental and numerical investigation of reinforced concrete beams with variable material properties under impact loading”, Construction and Building Materials, 125, 94-104, https://doi.org/10.1016/j.conbuildmat.2016.08.028.
Balamuralikrishnan, R., Al-Mawaali, A.S.H., Al-Yaarubi, M.Y.Y., Al-Mukhaini, B.B. and Kaleem, A. (2023). "Seismic upgradation of RC beams strengthened with externally bonded spent catalyst based ferrocement laminates", High Tech and Innovation Journal, 4(1), 189-209, http://doi.org/10.28991/HIJ-2023-04-01-013.
Banthia, N.P., Mindess, S. and Bentur, A. (1987). "Impact behaviour of concrete beams", Materials and Structures, 20, 293-302, https://doi.org/10.1007/BF02485926.
Bhatti, A.Q. and Kishi, N. (2011). "An application of impact-response analysis on small-scale RC arch-type beams without stirrups", Construction and Building Materials, 25(10), 3972-3976, https://doi.org/10.1016/j.conbuildmat.2011.04.030.
Brancheriau, L., Bailleres, H. and Guitard, D. (2002). "Comparison between modulus of elasticity values calculated using 3 and 4 point bending tests on wooden samples", Wood Science and Technology, 36, 367-383, https://doi.org/10.1007/s00226-002-0147-3.
Bureau of Indian Standards (1963). Indian Standard IS 2386 (Part 1): Methods of test for aggregates for concrete: Particle Size and Shape, Bureau of Indian Standards, https://law.resource.org/pub/in/bis/S03/is.2386.1.1963.pdf.
Bureau of Indian Standards (1963). Indian Standard IS 2386 (Part 3): Methods of test for aggregates for concrete: Specific gravity, density, voids, absorption and bulking, Bureau of Indian Standards, https://archive.org/details/gov.in.is.2386.3.1963
Bureau of Indian Standards (1980). Indian Standard IS 2720 (Part 3/Section 2): Methods of test for soils, determination of specific gravity: Fine, medium and coarse grained soils, Bureau of Indian Standards, https://law.resource.org/pub/in/bis/S03/is.2720.3.2.1980.pdf.
Bureau of Indian Standards (2000), Indian Standard 456: Plain and reinforced concrete - code of practice, Bureau of Indian Standards, https://law.resource.org/pub/in/bis/S03/is.456.2000.pdf.
Bureau of Indian Standards (2016). Indian Standard IS 1893: Criteria for earthquake resistant design of structures, Bureau of Indian Standards, https://law.resource.org/pub/in/bis/S03/is.1893.1.2002.pdf.
Bureau of Indian Standards (2016). Indian Standard IS 383: Coarse and fine aggregate for concrete-specification, Bureau of Indian Standards, https://icikbc.org/docs/IS383-2016.pdf.
Bureau of Indian Standards (2019 or 2009??). Indian Standard IS 10262: Concrete mix proportioning-guidelines, Bureau of Indian Standards, https://law.resource.org/pub/in/bis/S03/is.10262.2009.pdf.
El-Mandouh, M.A. and Abd El-Maula, A.S. (2021). "Shear strength of epoxy-modified reinforced concrete beams", Innovative Infrastructure Solutions, 6, 105, https://doi.org/10.1007/s41062-021-00483-3.
Fujikake, K., Li, B. and Soeun, S. (2009). "Impact response of reinforced concrete beam and its analytical evaluation", Journal of Structural Engineering, 135(8), 938-950, https://doi.org/10.1061/(ASCE)ST.1943-541X.0000039.
Hein, P.R.G. and Brancheriau, L. (2018). "Comparison between three-point and four-point flexural tests to determine wood strength of eucalyptus specimens", Maderas Ciencia y tecnología, 20(3), 333-342, http://dx.doi.org/10.4067/S0718-221X2018005003401.
Hunegnaw, C.B. and Aure, T.W. (2021). "Effect of orientation of stirrups in combination with shear span to depth ratio on shear capacity of RC beams", Heliyon, 7(10), e08193, https://doi.org/10.1016/j.heliyon.2021.e08193.
Jin, L., Zhang, R., Du, X. and Dou, G. (2019). "Structural behavior of the steel fiber reinforced concrete beam under multiple impact loadings: an experimental investigation", International Journal of Damage Mechanics, 29(3), 503-526, https://doi.org/10.1177/1056789519862331.
Li, H., Chen, W. and Hao, H. (2020). "Factors influencing impact force profile and measurement accuracy in drop weight impact tests", International Journal of Impact Engineering, 145, 103688, https://doi.org/10.1016/j.ijimpeng.2020.103688.
Lin, S., Zhang, B., Zhang, S., Zhang, Y. and Hu, X. (2024). "Dynamic responses of concrete-filled steel tubes impacted horizontally by a rigid vehicle: experimental study and numerical modelling", 199, 111826, https://doi.org/10.1016/j.tws.2024.111826.
Liu, K., Gao, C.Q., Yuan, J., Ding, J.X. and Kang, S.B. (2024). "Experimental and numerical investigations on impact response of reinforced concrete beams with a sandwich panel protective layer", Engineering Structures, 316, 118543, https://doi.org/10.1016/j.engstruct.2024.118543.
Meola, C., Boccardi, S. and Carlomagno, G.M. (2018). "Infrared thermography for inline monitoring of glass/epoxy under impact and quasi-static bending", Applied Sciences, 8(2), 301, https://doi.org/10.3390/app8020301.
Mohammad, A.K. and Abbas, R.M. (2023). "Interaction strength of hanger and horizontal steel reinforcement of dapped end beams", Civil Engineering Journal, 9(12), 3174-3185, http://dx.doi.org/10.28991/CEJ-2023-09-12-015.
Moradi, M., Tavakoli, H.R. and Abdollahzade, GH.R. (2022). "Collapse probability assessment of a 4-story RC frame under post-earthquake fire scenario", Civil Engineering Infrastructures Journal, 55(1), 121-137, https://doi.org/10.22059/CEIJ.2021.313241.1718.
Mujika, F., Arrese, A., Adarraga, I. and Oses, U. (2016). "New correction terms concerning three-point and four-point bending tests", Polymer Testing, 55, 25-37, https://doi.org/10.1016/j.polymertesting.2016.07.025.
Ozbolt, J., Li, Y. and Kozar, I. (2001). "Microplane model for concrete with relaxed kinematic constraint", International Journal of Solids and Structures, 38(16), 2683-2711, https://doi.org/10.1016/S0020-7683(00)00177-3.
Parida, S. and Talukdar, S. (2020). "An insight to the dynamic amplification factor for steel truss girder bridge", International Journal of Steel Structures, 20, 1341-1354, https://doi.org/10.1007/s13296-020-00364-y.
Saifullah, I., Nasir-uz-zaman, M., Uddin, S.M.K., Hossain, M.A. and Rashid, M.H. (2011). "Experimental and analytical investigation of flexural behavior of reinforced concrete", International Journal of Engineering and Technology, 11(1), 188-196, https://www.researchgate.net/publication/275336660_experimental_and_analytical_investigation_of_flexural_behavior_of_reinforced_concrete_beam.
Seara-Paz, S., González-Fonteboa, B., Martínez-Abella, F. and Eiras-López, J. (2018). "Flexural performance of reinforced concrete beams made with recycled concrete coarse aggregate", Engineering Structures, 156, 32-45, https://doi.org/10.1016/j.engstruct.2017.11.015.
Słowik, M. (2019). "The analysis of failure in concrete and reinforced concrete beams with different reinforcement ratio", Archive of Applied Mechanics, 89(5), 885-895, https://doi.org/10.1007/s00419-018-1476-5.
Soleimani, S.M. and Sayyar Roudsari, S. (2019). "Analytical study of reinforced concrete beams tested under quasi-static and impact loadings", Applied Sciences, 9(14), 2838, https://doi.org/10.3390/app9142838.
Tawfeeq, W.M., Ali, T.K.M., Al-Kumzari, Y., Al-Hosni, M., Al-Fazari, K., Al-Bedwawi, M. and Al-Bashkardi, M. (2021). "Flexural performance of reinforced concrete beams made by using recycled block aggregates and fibers", Innovative Infrastructure Solutions, 6(1), 38, https://doi.org/10.1007/s41062-020-00402-y.
Ulzurrun, G.S.D. and Zanuy, C. (2024). "Dynamic shear force-bending moment interaction diagrams in RC beams under impact", Engineering Structures, 308, 118021, https://doi.org/10.1016/j.engstruct.2024.118021
Wang, H., He, X., Zhou, M., Wu, C. and He, J. (2024) "Study on bending failure and crack characteristics inductile fiber-reinforced concrete beams", Structural Concrete, 25(2), 916-934, https://doi.org/10.1002/suco.202300530.
Wongmatar, P., Hansapinyo, C., Vimonsatit, V. and Chen, W. (2018). "Recommendations for designing reinforced concrete beams against low velocity impact loads", International Journal of Structural Stability and Dynamics, 18(9), 1850104, https://doi.org/10.1142/S0219455418501043.
Wu, M., Chen, Z. and Zhang, C. (2015). "Determining the impact behavior of concrete beams through experimental testing and meso-scale simulation: i. drop-weight tests", Engineering Fracture Mechanics, 135, 94-112, https://doi.org/10.1016/j.engfracmech.2014.12.019.
Yu, F., Wang, M., Yao, D. and Yang, W. (2022). "Study on flexural behavior of self-compacting concrete beams with recycled aggregates", Buildings, 12(7), 881, https://doi.org/10.3390/buildings12070881
Zhou, K.J.H., Ho, J.C.M. and Su, R.K.L. (2011). "Flexural strength and deformability design of reinforced concrete beams", Procedia Engineering, 14, 1399-1407, https://doi.org/10.1016/j.proeng.2011.07.176. | ||
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