Direct shear stress may be the main reason in failure of some typical concrete members like corbels, brackets and ledger beams. The theoretical analysis of these members simulated as push-off specimens were based on a two-dimensional plane stress by finite element method. The main variables to be studied theoretically were fiber percentage, the shear rebar reinforcement ratio crossing the shear plane at right angles and the actual distribution of shearing stress in the shear plane. The comparison shows that the theoretical results are in good agreement with the experimental values conducted by other researchers
M. Kassim,M . (2016). Finite Element Analysis of Shear Transfer Strength of SFRC Models. Kirkuk Journal of Science, 11(3), 81-99. doi: 10.32894/kujss.2016.124741
MLA
M. Kassim,M . "Finite Element Analysis of Shear Transfer Strength of SFRC Models", Kirkuk Journal of Science, 11, 3, 2016, 81-99. doi: 10.32894/kujss.2016.124741
HARVARD
M. Kassim M. (2016). 'Finite Element Analysis of Shear Transfer Strength of SFRC Models', Kirkuk Journal of Science, 11(3), pp. 81-99. doi: 10.32894/kujss.2016.124741
CHICAGO
M M. Kassim, "Finite Element Analysis of Shear Transfer Strength of SFRC Models," Kirkuk Journal of Science, 11 3 (2016): 81-99, doi: 10.32894/kujss.2016.124741
VANCOUVER
M. Kassim M. Finite Element Analysis of Shear Transfer Strength of SFRC Models. Kirkuk J. Sci.. 2016;11(3):81-99. doi: 10.32894/kujss.2016.124741
