Title of article :
Effect of notch depth on strain-concentration factor of rectangular bars with a single-edge notch under pure bending
Author/Authors :
H.M. Tlilan، نويسنده , , N. Sakai، نويسنده , , T. Majima، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2006
Abstract :
The FEM is employed to study the effect of notch depth on a new strain-concentration factor (SNCF) for rectangular
bars with a single-edge notch under pure bending. The new SNCF Knew
e is defined under the triaxial stress state at
the net section. The elastic SNCF increases as the net-to-gross thickness ratio h0/H0 increases and reaches a maximum
at h0/H0 = 0.8. Beyond this value of h0/H0 it rapidly decreases to the unity with h0/H0. Three notch depths were selected
to discuss the effect of notch depth on the elastic–plastic SNCF; they are the extremely deep notch (h0/H0 = 0.20), the
deep notch (h0/H0 = 0.60) and the shallow notch (h0/H0 = 0.95). The new SNCF increases from its elastic value to the
maximum as plastic deformation develops from the notch root. The maximum Knew
e of the shallow notch is considerably
greater than that of the deep notch. The elastic Knew
e of the shallow notch is however less than that of the deep notch.
Plastic deformation therefore has a strong effect on the increase in Knew
e of the shallow notch. The variation in Knew
e with
M/MY, the ratio of bending moment to that at yielding at the notch root, is slightly dependent up to the maximum Knew
e
for the shallow notch. This dependence is remarkable beyond the maximum Knew
e . On the other hand, the variation in
Knew
e with M/MY is independent of the stress–strain curve for the deep and extremely deep notches.
Keywords :
Finite element method , Pure bending , Shallow notch , Strain-concentration factor , Single-edge notch
Journal title :
International Journal of Solids and Structures
Journal title :
International Journal of Solids and Structures