Punching Shear Strength Prediction for Reinforced Concrete Flat Slabs without Shear Reinforcement
Vol. 8 No. 1 (2022): January
Research Articles
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Doi: 10.28991/CEJ-2022-08-01-013
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Qadan, H., Yasin, A. A., Malkawi, A. B., & Rjoub, M. I. M. (2022). Punching Shear Strength Prediction for Reinforced Concrete Flat Slabs without Shear Reinforcement. Civil Engineering Journal, 8(1), 167–180. https://doi.org/10.28991/CEJ-2022-08-01-013
[1] Megally, S., & Ghali, A. (2000). Punching shear design of earthquake-resistant slab-column connections. ACI Structural Journal, 97(5), 720–730. doi:10.14359/8807.
[2] EN 1992-1-1. (2005). Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings. In British Standard Institution (p. 225).
[3] Kirkbridge, T. W. (1997). Structural use of concrete ” Part 1: Code of practice for design and construction. Ed, B.S., Vol. 4, Issue 1, pp. 31–32.
[4] Muttoni, A. (2008). Punching shear strength of reinforced concrete slabs without transverse reinforcement. ACI Structural Journal, 105(4), 440–450. doi:10.14359/19858.
[5] Muttoni, A., & Schwartz, J. (1991). Behavior of Beams and Punching in Slabs without Shear Reinforcement. IABSE Colloquium, 62(January 1991), 703–708. http://infoscience.epfl.ch/record/111612
[6] Guandalini, S., & Muttoni, A. (2004). Symmetric punching tests on reinforced concrete slabs without shear reinforcement. Test report, EPFL, Lausanne, Switzerland.
[7] Muttoni, A. (2003). Shear and punching strength of slabs without shear reinforcement. Beton- Und Stahlbetonbau, 98(2), 74–84. doi:10.1002/best.200300400.
[8] Guandalini, S., Burdet, O. L., & Muttoni, A. (2009). Punching tests of slabs with low reinforcement ratios. ACI Structural Journal, 106(1), 87–95. doi:10.14359/56287.
[9] Committee, A. (2019). 318-19 Building Code Requirements for Structural Concrete and Commentary. In 318-19 Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute. doi:10.14359/51716937.
[10] Kinnunen, S., & Nylander, H. (1960). Punching of concrete slabs without shear reinforcement. Transactions No 158. In Royal Institute of Technology (p. 117).
[11] Inácio, M. M. G., Almeida, A. F. O., Faria, D. M. V., Lúcio, V. J. G., & Ramos, A. P. (2015). Punching of high strength concrete flat slabs without shear reinforcement. Engineering Structures, 103, 275–284. doi:10.1016/j.engstruct.2015.09.010.
[12] Al-Akhras, N. M., Jamal Shannag, M., & Malkawi, A. B. (2016). Evaluation of shear-deficient lightweight RC beams retrofitted with adhesively bonded CFRP sheets. European Journal of Environmental and Civil Engineering, 20(8), 899–913. doi:10.1080/19648189.2015.1084383.
[13] Osman, M., Marzouk, H., & Helmy, S. (2000). Behavior of high-strength lightweight concrete slabs under punching loads. ACI Structural Journal, 97(3), 492–498. doi:10.14359/4644.
[14] Ammash, H. K., Kadhim, M. J., & Ellk, D. S. (2012). A New Punching Shear Equation of Normal and High Strength Reinforced Concrete Flat Slabs. Journal of Engineering and Development, 16(4), 47–65.
[15] Safiee, N. A., & Ashour, A. (2017). Prediction of punching shear capacity of RC flat slabs using artificial neural network. Asian Journal of Civil Engineering, 18(2), 285–309.
[16] Bartolac, M., Damjanović, D., & Duvnjak, I. (2015). Punching strength of flat slabs with and without shear reinforcement. Gradjevinar, 67(8), 771–786. doi:10.14256/JCE.1361.2015.
[17] Raafat, A., Fawzi, A., Metawei, H., & Abdalla, H. (2021). Assessment of stirrups in resisting punching shear in reinforced concrete flat slab. HBRC Journal, 17(1), 61–76. doi:10.1080/16874048.2021.1881422.
[18] Schmidt, P., Ungermann, J., & Hegger, J. (2021). Contribution of concrete and shear reinforcement to the punching shear resistance of column bases. Engineering Structures, 245, 112901. doi:10.1016/j.engstruct.2021.112901.
[19] Jang, J. I., & Kang, S. M. (2019). Punching Shear Behavior of Shear Reinforced Slab–Column Connection with Varying Flexural Reinforcement. International Journal of Concrete Structures and Materials, 13(1). doi:10.1186/s40069-019-0341-4.
[20] Yooprasertchai, E., Tiawilai, Y., Wittayawanitchai, T., Angsumalee, J., Joyklad, P., & Hussain, Q. (2021). Effect of shape, number, and location of openings on punching shear capacity of flat slabs. Buildings, 11(10), 484. doi:10.3390/buildings11100484.
[21] Ahmed, E., Eltaly, B., El-Zhraa, F., & Tayel, M. (2018). Resisting punching shear stress in reinforced concrete slabs. MATEC Web of Conferences, 162, 4025. doi:10.1051/matecconf/201816204025.
[22] Inácio, M. M. G., Almeida, A. F. O., Faria, D. M. V., Lúcio, V. J. G., & Ramos, A. P. (2015). Punching of high strength concrete flat slabs without shear reinforcement. Engineering Structures, 103, 275–284. doi:10.1016/j.engstruct.2015.09.010.
[23] Issa, M. S., & Ismail, E. (2021). Punching strength of conventional reinforced concrete flat slabs. HBRC Journal, 17(1), 77–91. doi:10.1080/16874048.2021.1901401.
[24] Standards Association of Australia. (1994). SAA concrete structures code. AS 3600-1994.
[25] CEB-FIP, H.-S. C. (1992). State of the Art Report (STAR). Bulletin, 197.
[26] Code, S. (2003). 262 for concrete structures. Swiss Society of Engineers and Architects, Zürich, Switzerland, 94.
[27] Ramdane, K. (1996). Punching shear of high performance concrete slabs. Proceedings of the Fourth International Symposium on Utilization of High-Strength/High Performance Concrete, 3, 1015–1026.
[28] Hallgren, M., & Kinnunen, S. (1996). Increase of Punching Shear Capacity by Using High Strength Concrete. 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, 1037–1046.
[29] Marzouk, H., & Hussein, A. (1992). Experimental investigation on the behavior of high-strength concrete slabs. ACI Structural Journal, 88(6), 701–713. doi:10.14359/1261.
[30] Tomaszewicz, A. (1993). Punching shear capacity of reinforced concrete slabs. High Strength Concrete SP2-Plates and Shells. Report 2.3. Report No. STF70A93082, SINTEF, Trondheim.
[2] EN 1992-1-1. (2005). Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings. In British Standard Institution (p. 225).
[3] Kirkbridge, T. W. (1997). Structural use of concrete ” Part 1: Code of practice for design and construction. Ed, B.S., Vol. 4, Issue 1, pp. 31–32.
[4] Muttoni, A. (2008). Punching shear strength of reinforced concrete slabs without transverse reinforcement. ACI Structural Journal, 105(4), 440–450. doi:10.14359/19858.
[5] Muttoni, A., & Schwartz, J. (1991). Behavior of Beams and Punching in Slabs without Shear Reinforcement. IABSE Colloquium, 62(January 1991), 703–708. http://infoscience.epfl.ch/record/111612
[6] Guandalini, S., & Muttoni, A. (2004). Symmetric punching tests on reinforced concrete slabs without shear reinforcement. Test report, EPFL, Lausanne, Switzerland.
[7] Muttoni, A. (2003). Shear and punching strength of slabs without shear reinforcement. Beton- Und Stahlbetonbau, 98(2), 74–84. doi:10.1002/best.200300400.
[8] Guandalini, S., Burdet, O. L., & Muttoni, A. (2009). Punching tests of slabs with low reinforcement ratios. ACI Structural Journal, 106(1), 87–95. doi:10.14359/56287.
[9] Committee, A. (2019). 318-19 Building Code Requirements for Structural Concrete and Commentary. In 318-19 Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute. doi:10.14359/51716937.
[10] Kinnunen, S., & Nylander, H. (1960). Punching of concrete slabs without shear reinforcement. Transactions No 158. In Royal Institute of Technology (p. 117).
[11] Inácio, M. M. G., Almeida, A. F. O., Faria, D. M. V., Lúcio, V. J. G., & Ramos, A. P. (2015). Punching of high strength concrete flat slabs without shear reinforcement. Engineering Structures, 103, 275–284. doi:10.1016/j.engstruct.2015.09.010.
[12] Al-Akhras, N. M., Jamal Shannag, M., & Malkawi, A. B. (2016). Evaluation of shear-deficient lightweight RC beams retrofitted with adhesively bonded CFRP sheets. European Journal of Environmental and Civil Engineering, 20(8), 899–913. doi:10.1080/19648189.2015.1084383.
[13] Osman, M., Marzouk, H., & Helmy, S. (2000). Behavior of high-strength lightweight concrete slabs under punching loads. ACI Structural Journal, 97(3), 492–498. doi:10.14359/4644.
[14] Ammash, H. K., Kadhim, M. J., & Ellk, D. S. (2012). A New Punching Shear Equation of Normal and High Strength Reinforced Concrete Flat Slabs. Journal of Engineering and Development, 16(4), 47–65.
[15] Safiee, N. A., & Ashour, A. (2017). Prediction of punching shear capacity of RC flat slabs using artificial neural network. Asian Journal of Civil Engineering, 18(2), 285–309.
[16] Bartolac, M., Damjanović, D., & Duvnjak, I. (2015). Punching strength of flat slabs with and without shear reinforcement. Gradjevinar, 67(8), 771–786. doi:10.14256/JCE.1361.2015.
[17] Raafat, A., Fawzi, A., Metawei, H., & Abdalla, H. (2021). Assessment of stirrups in resisting punching shear in reinforced concrete flat slab. HBRC Journal, 17(1), 61–76. doi:10.1080/16874048.2021.1881422.
[18] Schmidt, P., Ungermann, J., & Hegger, J. (2021). Contribution of concrete and shear reinforcement to the punching shear resistance of column bases. Engineering Structures, 245, 112901. doi:10.1016/j.engstruct.2021.112901.
[19] Jang, J. I., & Kang, S. M. (2019). Punching Shear Behavior of Shear Reinforced Slab–Column Connection with Varying Flexural Reinforcement. International Journal of Concrete Structures and Materials, 13(1). doi:10.1186/s40069-019-0341-4.
[20] Yooprasertchai, E., Tiawilai, Y., Wittayawanitchai, T., Angsumalee, J., Joyklad, P., & Hussain, Q. (2021). Effect of shape, number, and location of openings on punching shear capacity of flat slabs. Buildings, 11(10), 484. doi:10.3390/buildings11100484.
[21] Ahmed, E., Eltaly, B., El-Zhraa, F., & Tayel, M. (2018). Resisting punching shear stress in reinforced concrete slabs. MATEC Web of Conferences, 162, 4025. doi:10.1051/matecconf/201816204025.
[22] Inácio, M. M. G., Almeida, A. F. O., Faria, D. M. V., Lúcio, V. J. G., & Ramos, A. P. (2015). Punching of high strength concrete flat slabs without shear reinforcement. Engineering Structures, 103, 275–284. doi:10.1016/j.engstruct.2015.09.010.
[23] Issa, M. S., & Ismail, E. (2021). Punching strength of conventional reinforced concrete flat slabs. HBRC Journal, 17(1), 77–91. doi:10.1080/16874048.2021.1901401.
[24] Standards Association of Australia. (1994). SAA concrete structures code. AS 3600-1994.
[25] CEB-FIP, H.-S. C. (1992). State of the Art Report (STAR). Bulletin, 197.
[26] Code, S. (2003). 262 for concrete structures. Swiss Society of Engineers and Architects, Zürich, Switzerland, 94.
[27] Ramdane, K. (1996). Punching shear of high performance concrete slabs. Proceedings of the Fourth International Symposium on Utilization of High-Strength/High Performance Concrete, 3, 1015–1026.
[28] Hallgren, M., & Kinnunen, S. (1996). Increase of Punching Shear Capacity by Using High Strength Concrete. 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, 1037–1046.
[29] Marzouk, H., & Hussein, A. (1992). Experimental investigation on the behavior of high-strength concrete slabs. ACI Structural Journal, 88(6), 701–713. doi:10.14359/1261.
[30] Tomaszewicz, A. (1993). Punching shear capacity of reinforced concrete slabs. High Strength Concrete SP2-Plates and Shells. Report 2.3. Report No. STF70A93082, SINTEF, Trondheim.
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