Reference problem ================= .. image:: images/10000000000005D000000002FCD2737BD3670FFA.jpg :width: 6.4819in :height: 0.0161in .. _RefImage_10000000000005D000000002FCD2737BD3670FFA.jpg: **2.1 Geometry** As shown in Figure 1, the structure under investigation is a cylinder (of radius b=10mm) containing a circular penny-shaped crack subjected to a uniform tensile loading condition. The crack is circular (penny shaped crack) of radius a=2mm, as shown in Figure 1. The cube's length is L=10a. .. image:: images/1000000000000161000001B97F4572D1FD2019FD.jpg :width: 2.689in :height: 3.3602in .. _RefImage_1000000000000161000001B97F4572D1FD2019FD.jpg: *Figure 1: Geometry of*a circular solid cylinder with central circular crack under tension. * **2.2 Material Properties** Material is linear elastic isotropic homogeneous with the following characteristics: * Young modulus: E=197,000 MPa * Fish's ratio: ν=0.3 **2.3 Boundary conditions and loading** A uniform tension stress μ= 100 MPa is applied. Also, only one eighth of the structure is modeled with appropriate symmetry boundary conditions.