How to cite this paper
Ngekpe, B., Abbey, S & Olubanwo, A. (2019). Structural performance of a modified shear-head assembly for edge steel column embedded in reinforced concrete slab.Engineering Solid Mechanics, 7(1), 59-70.
Refrences
Abbey, S. J., Ngambi, S., & Coakley, E. (2016). Effect of Cement and by-product material inclusion on plasticity of deep mixing improved soils. International Journal of Civil Engineering and Technology, 7(5), 265-274.
Abbey, S. J., Ngambi, S., & Ngekpe, B. E. (2015). Understanding The Performance Of Deep Mixed Column Improved Soils-A Review. International Journal of Civil Engineering and Technology (IJCIET), 6(3), 97-117.
Abbey, S. J., Ngambi, S., & Olubanwo, A. O. (2017). Effect of overlap distance and chord angle on performance of overlapping soil-cement columns. International Journal of Civil Engineering and Technology, 8(5), 627-637.
ACI318, Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (ACI 318RM-14). Standard, American Concrete Institute (ACI), 2014.
ACI318. (2014) 'Building Code Requirements for Structural Concrete and Commentary', ACI, Detroit.
Bompa, D. V., & Elghazouli, A. Y. (2016). Structural performance of RC flat slabs connected to steel columns with shear heads. Engineering Structures, 117, 161-183.
Bompa, D. V., & Elghazouli, A. Y. (2017). Numerical modelling and parametric assessment of hybrid flat slabs with steel shear heads. Engineering Structures, 142, 67-83.
BS 8110 (1997).Structural use of concrete, part 1, code of practice for design and construction. London: British Standards Institution.
Chana, P. S., & Birjandi, F. K. (1996). Design guidance on structural steel shearheads in concrete. Project report for Reinforced Concrete Council and Department of the Environment, CRIC CLIENT REPORT CRIC95/001/F, Imperial College London.
Corley, W. G., & Hawkins, N. M. (1968, October). Shearhead reinforcement for slabs. In Journal Proceedings (Vol. 65, No. 10, pp. 811-824).
Eder, M. A., Vollum, R. L., Elghazouli, A. Y., & Abdel-Fattah, T. (2010). Modelling and experimental assessment of punching shear in flat slabs with shearheads. Engineering Structures, 32(12), 3911-3924.
Eder, M. A., Vollum, R. L., & Elghazouli, A. Y. (2011). Inelastic behaviour of tubular column-to-flat slab connections. Journal of Constructional Steel Research, 67(7), 1164-1173.
Eder, M. A., Vollum, R. L., & Elghazouli, A. Y. (2012). Performance of ductile RC flat slab to steel column connections under cyclic loading. Engineering Structures, 36, 239-257.
Fakhri, M., Amoosoltani, E., & Aliha, M. R. M. (2017). Crack behavior analysis of roller compacted concrete mixtures containing reclaimed asphalt pavement and crumb rubber. Engineering Fracture Mechanics, 180, 43-59.
Feenstra, P. H. (1993). Computational aspects of biaxial stress in plain and reinforced concrete. PhD thesis, Delft University of Technology.
Golewski, G. L., Golewski, P., & Sadowski, T. (2012). Numerical modelling crack propagation under Mode II fracture in plain concretes containing siliceous fly-ash additive using XFEM method. Computational Materials Science, 62, 75-78.
Jenq, Y. S., & Shah, S. P. (1985). A fracture toughness criterion for concrete. Engineering Fracture Mechanics, 21(5), 1055-1069.
Kim, J.W., Lee, C.H and Kang, T.H. (2014) ‘Shearhead reinforcement for concrete slab to Concrete-filled tube column connections’ ACI Struct J 111(3) 629–38.
Nallathambi, P., & Karihaloo, B. L. (1986). Determination of specimen-size independent fracture toughness of plain concrete. Magazine of Concrete Research, 38(135), 67-76.
Ngekpe, B.E., Ode, T. & Eluozo, S.N. (2016). Application of total-strain crack model in finite element analysis for punching shear at edge connection. International journal of Research in Engineering and Social Sciences 6, (12), 1- 9.
Olubanwo, A. O., Karadelis, J. N., Saidani, M., Khorami, M., & Abbey, S. J. (2018). Investigation of intrinsic de-bonding in bonded concrete overlays: Material characterisation and numerical Study. Engineering Solid Mechanics, 6(2), 155-174.
Piel, W., & Hanswille, G. (2006). Composite shear head systems for improved punching shear resistance of flat slabs. In Composite Construction in Steel and Concrete V (pp. 226-235).
Selby, R.G., & Vecchio, F.J. (1993). 3D constitutive relations for reinforced concrete, Tech, Rep.93-02, Department of Civil Engineering, Toronto, Canada.
Vecchio, F. J., & Collins, M. P. (1986). The modified compression-field theory for reinforced concrete elements subjected to shear. ACI J., 83(2), 219-231.
Xu, F., Chen, J., & Jin, W. L. (2016). Punching shear failure of concrete-filled steel tubular CHS connections. Journal of Constructional Steel Research, 124, 113-121.
Yan, P. Y., & Wang, Y. C. (2016). Hybrid steel tubular column/flat slab construction—Development of a shearhead system to improve punching shear resistance. Journal of Constructional Steel Research, 119, 154-168.
Abbey, S. J., Ngambi, S., & Ngekpe, B. E. (2015). Understanding The Performance Of Deep Mixed Column Improved Soils-A Review. International Journal of Civil Engineering and Technology (IJCIET), 6(3), 97-117.
Abbey, S. J., Ngambi, S., & Olubanwo, A. O. (2017). Effect of overlap distance and chord angle on performance of overlapping soil-cement columns. International Journal of Civil Engineering and Technology, 8(5), 627-637.
ACI318, Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (ACI 318RM-14). Standard, American Concrete Institute (ACI), 2014.
ACI318. (2014) 'Building Code Requirements for Structural Concrete and Commentary', ACI, Detroit.
Bompa, D. V., & Elghazouli, A. Y. (2016). Structural performance of RC flat slabs connected to steel columns with shear heads. Engineering Structures, 117, 161-183.
Bompa, D. V., & Elghazouli, A. Y. (2017). Numerical modelling and parametric assessment of hybrid flat slabs with steel shear heads. Engineering Structures, 142, 67-83.
BS 8110 (1997).Structural use of concrete, part 1, code of practice for design and construction. London: British Standards Institution.
Chana, P. S., & Birjandi, F. K. (1996). Design guidance on structural steel shearheads in concrete. Project report for Reinforced Concrete Council and Department of the Environment, CRIC CLIENT REPORT CRIC95/001/F, Imperial College London.
Corley, W. G., & Hawkins, N. M. (1968, October). Shearhead reinforcement for slabs. In Journal Proceedings (Vol. 65, No. 10, pp. 811-824).
Eder, M. A., Vollum, R. L., Elghazouli, A. Y., & Abdel-Fattah, T. (2010). Modelling and experimental assessment of punching shear in flat slabs with shearheads. Engineering Structures, 32(12), 3911-3924.
Eder, M. A., Vollum, R. L., & Elghazouli, A. Y. (2011). Inelastic behaviour of tubular column-to-flat slab connections. Journal of Constructional Steel Research, 67(7), 1164-1173.
Eder, M. A., Vollum, R. L., & Elghazouli, A. Y. (2012). Performance of ductile RC flat slab to steel column connections under cyclic loading. Engineering Structures, 36, 239-257.
Fakhri, M., Amoosoltani, E., & Aliha, M. R. M. (2017). Crack behavior analysis of roller compacted concrete mixtures containing reclaimed asphalt pavement and crumb rubber. Engineering Fracture Mechanics, 180, 43-59.
Feenstra, P. H. (1993). Computational aspects of biaxial stress in plain and reinforced concrete. PhD thesis, Delft University of Technology.
Golewski, G. L., Golewski, P., & Sadowski, T. (2012). Numerical modelling crack propagation under Mode II fracture in plain concretes containing siliceous fly-ash additive using XFEM method. Computational Materials Science, 62, 75-78.
Jenq, Y. S., & Shah, S. P. (1985). A fracture toughness criterion for concrete. Engineering Fracture Mechanics, 21(5), 1055-1069.
Kim, J.W., Lee, C.H and Kang, T.H. (2014) ‘Shearhead reinforcement for concrete slab to Concrete-filled tube column connections’ ACI Struct J 111(3) 629–38.
Nallathambi, P., & Karihaloo, B. L. (1986). Determination of specimen-size independent fracture toughness of plain concrete. Magazine of Concrete Research, 38(135), 67-76.
Ngekpe, B.E., Ode, T. & Eluozo, S.N. (2016). Application of total-strain crack model in finite element analysis for punching shear at edge connection. International journal of Research in Engineering and Social Sciences 6, (12), 1- 9.
Olubanwo, A. O., Karadelis, J. N., Saidani, M., Khorami, M., & Abbey, S. J. (2018). Investigation of intrinsic de-bonding in bonded concrete overlays: Material characterisation and numerical Study. Engineering Solid Mechanics, 6(2), 155-174.
Piel, W., & Hanswille, G. (2006). Composite shear head systems for improved punching shear resistance of flat slabs. In Composite Construction in Steel and Concrete V (pp. 226-235).
Selby, R.G., & Vecchio, F.J. (1993). 3D constitutive relations for reinforced concrete, Tech, Rep.93-02, Department of Civil Engineering, Toronto, Canada.
Vecchio, F. J., & Collins, M. P. (1986). The modified compression-field theory for reinforced concrete elements subjected to shear. ACI J., 83(2), 219-231.
Xu, F., Chen, J., & Jin, W. L. (2016). Punching shear failure of concrete-filled steel tubular CHS connections. Journal of Constructional Steel Research, 124, 113-121.
Yan, P. Y., & Wang, Y. C. (2016). Hybrid steel tubular column/flat slab construction—Development of a shearhead system to improve punching shear resistance. Journal of Constructional Steel Research, 119, 154-168.