Abstract:
Nonlinear nite element simulation was once employed to look into the behavior of horizontally curved reinforced concrete deep
beams under concentrated load at its mid-span. e study focused on the parametric impact of span length-to-depth (L/D) and
span length-to-radius (L/R) ratios. In addition, the e ect of longitudinal and spacing of shear reinforcement on the behavior of the
beam has been investigated. e study considered sixteen beam specimens. ree of these specimens were straight beams as a
control, and others were curved beams. e concrete-damaged plasticity model has been used to model the beam with C-25 grade
concrete and steel reinforcements having diameters of ∅ 4 mm, ∅ 10 mm, and ∅ 12 mm with 568 MPa, 596 MPa, and 643 MPa
steel grade, respectively. Reduced twenty-noded brick (C3D20 R) and two-noded (T3D2) elements have been used for modeling
concrete and steel, respectively. e ultimate load capacity, the strain distribution, the load-de ection curve, and the load-twisting
curve are the main outputs of the FE simulation. e study con rmed a considerable decrease in load-carrying capacity by up to
8.74% and 27.95% as the (L/R) ratio increased from 0 to 1.57 and the L/D ratio increased from 2.4 to 3, respectively. However, as
the longitudinal steel ratio increased from 0.02042 to 0.02608 and the spacing of shear reinforcement decreased from 100 mm to
50 mm, the ultimate load capacity is increased up to 9.28% and 4.3%, respectively. Sensitivity evaluation was also conducted to see
how much the independent variables (L/D ratio, L/R ratio, longitudinal bar ratio, and spacing transverse reinforcement) a ect the
dependent parameter (ultimate load capacity).
