VM-WB-MECH-041
VM-WB-MECH-041
T-Stress Calculation for a Crack in a Plate Using Pre-Meshed Crack
Overview
Reference: |
Fett, T. (2008). Stress Intensity Factors, T-Stresses, Weight Functions (pp. 151-152). Institute of Ceramics in Mechanical Engineering, University of Karlsruhe. |
Solver(s): |
Ansys Mechanical |
Analysis Type(s): | Static Analysis |
Element Type(s): | Solid |
Test Case
A rectangular plate with a center crack is subjected to an end tensile load . Symmetry boundary conditions are considered and T-Stress is determined using Pre-Meshed Crack.
Material Properties | Geometric Properties | Loading |
---|---|---|
Young's Modulus (E) = 207000 Coefficient of friction () = 0.3 |
a = 10 mm a / W = 0.2 H / W = 0.75 |
Tensile stress () = 100 MPa |
Analysis Assumptions and Modeling Notes
The problem is solved using 2-D solid elements with plane-strain behavior. A one-quarter plate is modeled and symmetric boundary conditions are considered. The crack tip nodes and the number of paths surrounding the crack tip nodes are defined using Pre-Meshed Crack. The plate is subjected to a tensile stress and the T-Stress is computed for the crack tip nodes. The crack front and the path surrounding the crack front are defined using Pre-Meshed Crack.