Asymmetric Three-Point Bending Fatigue Test

The test uses a \(100\,\text{mm}\times5\,\text{mm}\times20\,\text{mm}\) block. Three through-holes run along the \(y\)-axis on the face that perpendicular to y-axis. On the bottom, two support points are set: a hinge at one end and a roller at the other. A vertical displacement of \(u_{z,\mathrm{max}}=0.01\,\text{mm}\) is applied at the midpoint of the top surface. To introduce directional weakness, a plane inclined by angle \(\theta\) is defined in the xz plane.

Material parameters and boundary conditions

Boundary Conditions
ParametersValues
Young's Modulus \(E\)210,000 MPa
Poisson's Ratio \(\nu\)0.3
Critical Energy Release Rate \(G_c\)2.7 MPa\(\cdot\)mm
Crack Band Width \(l\)0.5 mm
Crack Geometric Function \(\alpha(d)\)\(d^2\)
Normalization Coefficient \(c_0\)2
Critical Fatigue Threshold \(\alpha_{\mathrm{critical}}\)62.5 MPa
Anisotropic Amplifier \(\beta\)30
Anisotropic Normalization Determinant Norm
Mean Load Fatigue Energy Parameters\((R,n)=(0.5,\,0.5)\)
Fatigue Accumulation ModeICLA
Loading Period0.0005
Number of Cycles600,000

Animation

ASTPB animation

Input Files

The input files of this tutorial are available:

References