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Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion

Yıl 2025, Cilt: 36 Sayı: 3
https://doi.org/10.18400/tjce.1358643

Öz

To investigate the relationship between reinforced concrete beams under pure torsion and steel fiber usage, 16 large-scaled reinforced concrete beams with inadequate torsion steel were designed and produced. For experiments, a new test setup was designed to allow specimens to have rotational movement on one end and axial movement on the other end. The variables were selected as 300 and 400 mm spacings of transverse reinforcements and 0.0%, 0.3%, 0.6%, 0.9%, 1.2%, and 1.5% by volume of the mixture as steel fiber ratios. Cracking torque, maximum torque and ultimate torque values were obtained experimentally, and torque-twist curves and energy dissipation capacities were determined. Findings were compared to indicate the relationship between variables. Results showed that certain values of steel fiber ratio as a replacement material for relevant spacing of transverse reinforcements.

Destekleyen Kurum

Muğla Sıtkı Koçman Üniversitesi BAP Koordinatörlüğü

Proje Numarası

15-007

Kaynakça

  • Ersoy, U., Winter, G., Nilson, A. H., Design of Concrete Structures, 11th ed., McGraw-Hill, New York. 1999
  • Hsu, T. T. Torsion of structural concrete-behavior of reinforced concrete rectangular members. Special Publication, 18, 261-306, 1968.
  • Ju, H., Lee, D., Kim, J.R., Kim, K.S., Maximum torsional reinforcement ratio of reinforced concrete beams, Structures, 23, 481–493, 2020. https://doi.org/10.1016/j.istruc.2019.09.007
  • Teixeira, M. M., Bernardo, L., Ductility of RC beams under torsion, Engineering Structures, 168, 759-769, 2018.. https://doi.org/10.1016/j.engstruct.2018.05.021
  • Narayanan, R., Kareem-Palanjian, A. S., Torsion in beams reinforced with bars and fibers, Journal of Structural Engineering, 112(1), 53-66, 1968. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:1(53)
  • Kim, M.J., Kim H.G., Lee, Y.J., Kim, D.H., Lee, J.Y., Kim, H.E., Pure torsional behavior of RC beams in relation to the amount of torsional reinforcement and cross-sectional properties, Construction and Building Materials 260, 119801, 2020. https://doi.org/10.1016/j.conbuildmat.2020.119801
  • Rasmussen, L., Baker, G., Torsion in reinforced normal and high-strength concrete beams part 1: Experimental test series, ACI Structural Journal, 92(1), 56-62, 1995.
  • Waryosh, W. A., Mohaisen, S. K., Dkhel, R. H., Experimental study on torsional behavior of fiberious reinforced concrete beams with different concrete strength, IOP Conference Series: Materials Science and Engineering, 584, 2019. https://doi:10.1088/1757-899X/584/1/012052
  • Kaya, S. Yalcin, C., Kaya, O. Experimental investigation of full-scale reinforced concrete beams under reversed-cyclic pure torsion, Structures, 51, 734-746, 2023. https://doi.org/10.1016/j.istruc.2023.03.079
  • Facconi, L., Minelli, F., Ceresa, P, Plizzari, G. Steel fibers for replacing minimum reinforcement in beams under torsion, Materials and Structures, 54, 2021. https://doi.org/10.1617/s11527-021-01615-y
  • Cucchiara, C., Mendola, L., Papia, M., Effectiveness of stirrups and steel fibres as shear reinforcement, Cement and Concrete Composites, 26(7), 777-786 2004. https://doi.org/10.1016/j.cemconcomp.2003.07.001
  • Craig, R. J., Parr, J. A., Germain, E., Mosquera, V., Kamilares, S., Fiber reinforced beams in torsion, Journal Proceedings, 83(6), 934-942, 1986.
  • Engin, S., Ozturk, O., Okay, F., Estimation of ultimate torque capacity of the SFRC beams using ANN, Structural Engineering and Mechanics, 53(5), 939-956, 2015. https://doi.org/10.12989/sem.2015.53.5.939
  • Rao, T. G., Seshu, D. R., Torsion of steel fiber reinforced concrete members, Cement and Concrete Research, 33(11), 1783-1788, 2003. https://doi.org/10.1016/S0008-8846(03)00174-1
  • Yang, I.-H., Joh, C., Lee, J. W., Kim, B.-S., Torsional behavior of ultra-high performance concrete squared beams, Engineering Structures, 56, 372-383, 2013. https://doi.org/10.1016/j.engstruct.2013.05.027
  • Anandan, S., Effect of Steel fibre profile on the fracture characteristics of steel fibre reinforced concrete beams, Journal of Engineering Research, 7(2), 105-124, 2019
  • Mansur, M. A., Nagataki, S., Lee, S. H., Oosumimoto, Y., Torsional response of fibrous concrete beams, ACI Structural Journal, 86(1), 36-44, 1989.
  • Okay, F., Engin, S., Torsional behavior of steel fiber reinforced concrete beams, Construction and Building Materials, 28(1), 269-275. 2012. https://doi.org/10.1016/j.conbuildmat.2011.08.062
  • Kamiski, M., Pawlak, W., Load capacity and stiffness of angular cross section reinforced concrete beams under torsion, Archives of Civil and Mechanical Engineering, 11(4), 885–903, 2011. https://doi.org/10.1016/s1644-9665(12)60085-5
  • Salama, A.E., Kassem, M.E., Mahmoud, A.A., Torsional behavior of T- shaped reinforced concrete beams with large web openings, Journal of Building Engineering 18, 84-94, 2018. https://doi.org/10.1016/j.jobe.2018.02.004
  • Chalioris, C. E., Karayinnis, C. G., Effectiveness of the use of steel fibers on the torsional behavior flanged concrete beams, Cement and Concrete Composites 31(5), 331-341, 2009 https://doi.org/10.1016/j.cemconcomp.2009.02.007
  • ACI Committee 318. Building code requirements for reinforced concrete and commentary (ACI 318-14). American Concrete Institute, Detroit, MI, 2014.
  • Comete European de Normalisation (CEN), Eurocode 2: design of concrete structures. Part 1-general rules and rules for buildings, pr EN 1992-1, 225, 2004.
  • CSA Committee A23.3-14, Design of Concrete Structures (CAN/CSA-A23.3-14), Canadian Standards Association, Canada, 297, 2014.
  • Japan Society of Civil Engineering, Standard Specifications for Concrete Structures, Japan Society of Civil Engineering, Japan, 2007.
  • Amin, A., Bentz, E. C., Strength of steel fiber reinforced concrete beams in pure torsion, Structural Concrete, 19(3), 684-694, 2018. https://doi.org/10.1002/suco.201700183
  • Ilkhani, M.H., Naderpour, H., Kheyroddin, A., A proposed novel approach for torsional strength prediction of RC beams, Journal of Building Engineering, 25, 2019. https://doi.org/10.1016/j.jobe.2019.100810
  • Oettel, V. Steel fiber reinforced RC beams in pure torsion—Load-bearing behavior and modified space truss model, Structural Concrete, 24(1), 1348-1363, 2023. https://doi.org/10.1002/suco.202200031
  • Kryzhanovskiy, K., Zhang, D., Ju, H. et al. Development of Torsional Strength Model for Steel Fiber Reinforced Concrete Beams with Transverse Reinforcement. Int J Civ Eng 21, 1123–1139, 2023. https://doi.org/10.1007/s40999-023-00816-6
  • Turkish Standard TS500, Requirements for Design and Construction of Reinforced Concrete Structures. Turkish Standards Institution, Ankara, Turkey, 2000.
  • Raut, L.L., Kulkarni, D.B., Torsional strengthening of under reinforced concrete beams using crimped steel fiber, International Journal of Research in Engineering and Technology 3(6), 2014. https://doi.org/10.15623/ijret.2014.0306087
  • Narayanan, R., Darwish, I. S., Use of steel fibers as shear reinforcement, ACI Structural Journal 84(3), 216-27. 1987.
  • Chalioris, C. E., Steel fibrous RC beams subjected to cyclic deformations under predominant shear, Engineering Structures, 49, 104-118, 2013. https://doi.org/10.1016/j.engstruct.2012.10.010
  • Ju, H., Lee, D. H., Kim, K. S., Minimum torsional reinforcement ratio for reinforced concrete members with steel fibers, Composite Structures, 207, 460-470, 2019 https://doi.org/10.1016/j.compstruct.2018.09.068
  • Naaman, A. E., Engineered steel fibers with optimal properties for reinforcement of cement composites, Journal of Advanced Concrete Technology, 1(3), 241-252, 2003. https://doi.org/10.3151/jact.1.241
  • Hameed, A. A., Al-Sherrawi, M. H., Torsional strength of steel fiber reinforced concrete beams, International Journal of Civil Engineering and Technology 9(6), 1388–1396, 2018.
  • Hanoon, A. N., Abdulhameed, A. A., Abdulhameed, H. A., Mohaisen, S. K., Energy absorption evaluation of CFRP-strengthened two-spans reinforced concrete beams under pure torsion, Civil Engineering Journal, 5(9), 2007-2018. 2019. http://dx.doi.org/10.28991/cej-2019-03091389
  • Patil, S. P., Sangle, K. K., Tests of steel fiber reinforced concrete beams under predominant torsion, Journal of Building Engineering 6, 157-162, 2016. https://doi.org/10.1016/j.jobe.2016.02.004
  • Ju, H., Han, S.-J., Zhang, D., Kim, J., Wu, W., Kim, K. S., Estimation of minimum torsional reinforcement of reinforced concrete members, Advances in Materials Science and Engineering, 1-10, 2019. https://doi.org/10.1155/2019/4595363

Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion

Yıl 2025, Cilt: 36 Sayı: 3
https://doi.org/10.18400/tjce.1358643

Öz

To investigate the relationship between reinforced concrete beams under pure torsion and steel fiber usage, 16 large-scaled reinforced concrete beams with inadequate torsion steel were designed and produced. For experiments, a new test setup was designed to allow specimens to have rotational movement on one end and axial movement on the other end. The variables were selected as 300 and 400 mm spacings of transverse reinforcements and 0.0%, 0.3%, 0.6%, 0.9%, 1.2%, and 1.5% by volume of the mixture as steel fiber ratios. Cracking torque, maximum torque and ultimate torque values were obtained experimentally, and torque-twist curves and energy dissipation capacities were determined. Findings were compared to indicate the relationship between variables. Results showed that certain values of steel fiber ratio as a replacement material for relevant spacing of transverse reinforcements.

Destekleyen Kurum

Muğla Sıtkı Koçman University Scientific Research Projects

Proje Numarası

15-007

Kaynakça

  • Ersoy, U., Winter, G., Nilson, A. H., Design of Concrete Structures, 11th ed., McGraw-Hill, New York. 1999
  • Hsu, T. T. Torsion of structural concrete-behavior of reinforced concrete rectangular members. Special Publication, 18, 261-306, 1968.
  • Ju, H., Lee, D., Kim, J.R., Kim, K.S., Maximum torsional reinforcement ratio of reinforced concrete beams, Structures, 23, 481–493, 2020. https://doi.org/10.1016/j.istruc.2019.09.007
  • Teixeira, M. M., Bernardo, L., Ductility of RC beams under torsion, Engineering Structures, 168, 759-769, 2018.. https://doi.org/10.1016/j.engstruct.2018.05.021
  • Narayanan, R., Kareem-Palanjian, A. S., Torsion in beams reinforced with bars and fibers, Journal of Structural Engineering, 112(1), 53-66, 1968. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:1(53)
  • Kim, M.J., Kim H.G., Lee, Y.J., Kim, D.H., Lee, J.Y., Kim, H.E., Pure torsional behavior of RC beams in relation to the amount of torsional reinforcement and cross-sectional properties, Construction and Building Materials 260, 119801, 2020. https://doi.org/10.1016/j.conbuildmat.2020.119801
  • Rasmussen, L., Baker, G., Torsion in reinforced normal and high-strength concrete beams part 1: Experimental test series, ACI Structural Journal, 92(1), 56-62, 1995.
  • Waryosh, W. A., Mohaisen, S. K., Dkhel, R. H., Experimental study on torsional behavior of fiberious reinforced concrete beams with different concrete strength, IOP Conference Series: Materials Science and Engineering, 584, 2019. https://doi:10.1088/1757-899X/584/1/012052
  • Kaya, S. Yalcin, C., Kaya, O. Experimental investigation of full-scale reinforced concrete beams under reversed-cyclic pure torsion, Structures, 51, 734-746, 2023. https://doi.org/10.1016/j.istruc.2023.03.079
  • Facconi, L., Minelli, F., Ceresa, P, Plizzari, G. Steel fibers for replacing minimum reinforcement in beams under torsion, Materials and Structures, 54, 2021. https://doi.org/10.1617/s11527-021-01615-y
  • Cucchiara, C., Mendola, L., Papia, M., Effectiveness of stirrups and steel fibres as shear reinforcement, Cement and Concrete Composites, 26(7), 777-786 2004. https://doi.org/10.1016/j.cemconcomp.2003.07.001
  • Craig, R. J., Parr, J. A., Germain, E., Mosquera, V., Kamilares, S., Fiber reinforced beams in torsion, Journal Proceedings, 83(6), 934-942, 1986.
  • Engin, S., Ozturk, O., Okay, F., Estimation of ultimate torque capacity of the SFRC beams using ANN, Structural Engineering and Mechanics, 53(5), 939-956, 2015. https://doi.org/10.12989/sem.2015.53.5.939
  • Rao, T. G., Seshu, D. R., Torsion of steel fiber reinforced concrete members, Cement and Concrete Research, 33(11), 1783-1788, 2003. https://doi.org/10.1016/S0008-8846(03)00174-1
  • Yang, I.-H., Joh, C., Lee, J. W., Kim, B.-S., Torsional behavior of ultra-high performance concrete squared beams, Engineering Structures, 56, 372-383, 2013. https://doi.org/10.1016/j.engstruct.2013.05.027
  • Anandan, S., Effect of Steel fibre profile on the fracture characteristics of steel fibre reinforced concrete beams, Journal of Engineering Research, 7(2), 105-124, 2019
  • Mansur, M. A., Nagataki, S., Lee, S. H., Oosumimoto, Y., Torsional response of fibrous concrete beams, ACI Structural Journal, 86(1), 36-44, 1989.
  • Okay, F., Engin, S., Torsional behavior of steel fiber reinforced concrete beams, Construction and Building Materials, 28(1), 269-275. 2012. https://doi.org/10.1016/j.conbuildmat.2011.08.062
  • Kamiski, M., Pawlak, W., Load capacity and stiffness of angular cross section reinforced concrete beams under torsion, Archives of Civil and Mechanical Engineering, 11(4), 885–903, 2011. https://doi.org/10.1016/s1644-9665(12)60085-5
  • Salama, A.E., Kassem, M.E., Mahmoud, A.A., Torsional behavior of T- shaped reinforced concrete beams with large web openings, Journal of Building Engineering 18, 84-94, 2018. https://doi.org/10.1016/j.jobe.2018.02.004
  • Chalioris, C. E., Karayinnis, C. G., Effectiveness of the use of steel fibers on the torsional behavior flanged concrete beams, Cement and Concrete Composites 31(5), 331-341, 2009 https://doi.org/10.1016/j.cemconcomp.2009.02.007
  • ACI Committee 318. Building code requirements for reinforced concrete and commentary (ACI 318-14). American Concrete Institute, Detroit, MI, 2014.
  • Comete European de Normalisation (CEN), Eurocode 2: design of concrete structures. Part 1-general rules and rules for buildings, pr EN 1992-1, 225, 2004.
  • CSA Committee A23.3-14, Design of Concrete Structures (CAN/CSA-A23.3-14), Canadian Standards Association, Canada, 297, 2014.
  • Japan Society of Civil Engineering, Standard Specifications for Concrete Structures, Japan Society of Civil Engineering, Japan, 2007.
  • Amin, A., Bentz, E. C., Strength of steel fiber reinforced concrete beams in pure torsion, Structural Concrete, 19(3), 684-694, 2018. https://doi.org/10.1002/suco.201700183
  • Ilkhani, M.H., Naderpour, H., Kheyroddin, A., A proposed novel approach for torsional strength prediction of RC beams, Journal of Building Engineering, 25, 2019. https://doi.org/10.1016/j.jobe.2019.100810
  • Oettel, V. Steel fiber reinforced RC beams in pure torsion—Load-bearing behavior and modified space truss model, Structural Concrete, 24(1), 1348-1363, 2023. https://doi.org/10.1002/suco.202200031
  • Kryzhanovskiy, K., Zhang, D., Ju, H. et al. Development of Torsional Strength Model for Steel Fiber Reinforced Concrete Beams with Transverse Reinforcement. Int J Civ Eng 21, 1123–1139, 2023. https://doi.org/10.1007/s40999-023-00816-6
  • Turkish Standard TS500, Requirements for Design and Construction of Reinforced Concrete Structures. Turkish Standards Institution, Ankara, Turkey, 2000.
  • Raut, L.L., Kulkarni, D.B., Torsional strengthening of under reinforced concrete beams using crimped steel fiber, International Journal of Research in Engineering and Technology 3(6), 2014. https://doi.org/10.15623/ijret.2014.0306087
  • Narayanan, R., Darwish, I. S., Use of steel fibers as shear reinforcement, ACI Structural Journal 84(3), 216-27. 1987.
  • Chalioris, C. E., Steel fibrous RC beams subjected to cyclic deformations under predominant shear, Engineering Structures, 49, 104-118, 2013. https://doi.org/10.1016/j.engstruct.2012.10.010
  • Ju, H., Lee, D. H., Kim, K. S., Minimum torsional reinforcement ratio for reinforced concrete members with steel fibers, Composite Structures, 207, 460-470, 2019 https://doi.org/10.1016/j.compstruct.2018.09.068
  • Naaman, A. E., Engineered steel fibers with optimal properties for reinforcement of cement composites, Journal of Advanced Concrete Technology, 1(3), 241-252, 2003. https://doi.org/10.3151/jact.1.241
  • Hameed, A. A., Al-Sherrawi, M. H., Torsional strength of steel fiber reinforced concrete beams, International Journal of Civil Engineering and Technology 9(6), 1388–1396, 2018.
  • Hanoon, A. N., Abdulhameed, A. A., Abdulhameed, H. A., Mohaisen, S. K., Energy absorption evaluation of CFRP-strengthened two-spans reinforced concrete beams under pure torsion, Civil Engineering Journal, 5(9), 2007-2018. 2019. http://dx.doi.org/10.28991/cej-2019-03091389
  • Patil, S. P., Sangle, K. K., Tests of steel fiber reinforced concrete beams under predominant torsion, Journal of Building Engineering 6, 157-162, 2016. https://doi.org/10.1016/j.jobe.2016.02.004
  • Ju, H., Han, S.-J., Zhang, D., Kim, J., Wu, W., Kim, K. S., Estimation of minimum torsional reinforcement of reinforced concrete members, Advances in Materials Science and Engineering, 1-10, 2019. https://doi.org/10.1155/2019/4595363
Toplam 39 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Betonarme Yapılar, İnşaat Yapım Mühendisliği, Yapı Mühendisliği, Yapım Teknolojileri
Bölüm Araştırma Makaleleri
Yazarlar

Yılmaz Öğünç Tetik 0000-0002-0104-1555

Osman Kaya 0000-0003-3851-3082

Proje Numarası 15-007
Erken Görünüm Tarihi 21 Kasım 2024
Yayımlanma Tarihi
Gönderilme Tarihi 11 Eylül 2023
Yayımlandığı Sayı Yıl 2025 Cilt: 36 Sayı: 3

Kaynak Göster

APA Tetik, Y. Ö., & Kaya, O. (2024). Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion. Turkish Journal of Civil Engineering, 36(3). https://doi.org/10.18400/tjce.1358643
AMA Tetik YÖ, Kaya O. Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion. tjce. Kasım 2024;36(3). doi:10.18400/tjce.1358643
Chicago Tetik, Yılmaz Öğünç, ve Osman Kaya. “Behavior of Fiber Reinforced Concrete Beams With Inadequate Torsion Steel under Pure Torsion”. Turkish Journal of Civil Engineering 36, sy. 3 (Kasım 2024). https://doi.org/10.18400/tjce.1358643.
EndNote Tetik YÖ, Kaya O (01 Kasım 2024) Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion. Turkish Journal of Civil Engineering 36 3
IEEE Y. Ö. Tetik ve O. Kaya, “Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion”, tjce, c. 36, sy. 3, 2024, doi: 10.18400/tjce.1358643.
ISNAD Tetik, Yılmaz Öğünç - Kaya, Osman. “Behavior of Fiber Reinforced Concrete Beams With Inadequate Torsion Steel under Pure Torsion”. Turkish Journal of Civil Engineering 36/3 (Kasım 2024). https://doi.org/10.18400/tjce.1358643.
JAMA Tetik YÖ, Kaya O. Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion. tjce. 2024;36. doi:10.18400/tjce.1358643.
MLA Tetik, Yılmaz Öğünç ve Osman Kaya. “Behavior of Fiber Reinforced Concrete Beams With Inadequate Torsion Steel under Pure Torsion”. Turkish Journal of Civil Engineering, c. 36, sy. 3, 2024, doi:10.18400/tjce.1358643.
Vancouver Tetik YÖ, Kaya O. Behavior of Fiber Reinforced Concrete Beams with Inadequate Torsion Steel under Pure Torsion. tjce. 2024;36(3).