VM-EXD-MECH-006

VM-EXD-MECH-006
3-D Shear Failure Test (Cubes)

Overview

Reference:None
Analysis Type(s):Explicit Dynamics 3-D
Elements:

8-Node Linear Interpolated Reduced Integration Hex

ANP Tet

Boundary Conditions:Fixed Constraint, Velocity (Constant)
Structural Interactions:No
Fluid-Structure Interactions:No
Bonds:No
Materials:Steel 4340

Test Case

This problem tests the tensile pressure failure, plastic strain failure, principal stress failure, and principal strain failure of 8-node, linear interpolated reduced-integration hexagonal elements and ANP tetrahedral elements subjected to pure tension.

Calculation Description

Eight parts are created, each representing a 1 m cube:

Figure 239: Finite Element Model of Eight Steel Cubes

Finite Element Model of Eight Steel Cubes

Four parts are meshed with a single hex element. The other four parts are meshed with four ANP Tet elements.

The four hex-/tet-part pairs are each assigned a different material.

All four materials use Steel 4340 obtained from the Explicit Materials data source in Engineering Data, but with different failure criteria. From top to bottom, the failure criteria are:

  • Tensile pressure failure at a maximum tensile pressure = -3E+10 Pa

  • Plastic strain failure at strain = 0.15

  • Shear stress failure at a maximum shear stress of 6.5E+8 Pa

  • Shear strain failure at a maximum shear strain of 0.2

The bottom boundary of each cube has a fixed constraint. A constant x velocity of 100 m/s is applied to the top boundary of each cube.

Result probes for pressure, effective plastic strain, principal stress, shear stress, and shear strain are defined for the four pairs of cubes from top to bottom, respectively.

The calculation is run with a fixed time step of 5E-6 s for 1000 cycles, with results files written every five cycles.

Calculaton Results

The following plots show pressure, effective plastic strain, shear stress, and shear strain vs. time for the pairs of cubes from top to bottom. In all cases, the failure points correspond to the defined failure limits.

Figure 240: Pressure Over Time

Pressure Over Time

Figure 241: Effective Plastic Strain Over Time

Effective Plastic Strain Over Time

Figure 242: Shear Stress Over Time

Shear Stress Over Time

Figure 243: Shear Strain Over Time

Shear Strain Over Time