【正文】
strained in dof 24 Forces and / or Moments Calculated with linear elastic behavior of the material 561 MPa Pothole Twist Base 4Link Additional Control Arm ≤ 0,28 kg (low weight) ≤ 0,36 kg (cost optimized) 100 kN/mm stiffness 39 kN buckling → 0,34 kg 177 kN/mm stiffness 38,6 kN buckling thickness: 1,5 mm material: S 355 MC Calculated with linear elastic behavior of the material 694 MPa Pothole Corner turn Boundary conditions Stiffness / Buckling Stress analysis Constrained in dof 13 Constrained in dof 24 Forces and / or Moments ≤ 1,3 kg (low weight) ≤ 1,7 kg (cost optimized) 25 kN/mm stiffness x 15 kN/mm stiffness y Base 4Link Bracket → 1,23 kg 33 kN/mm stiffness x 50 kN/mm stiffness y thickness: 4,0 mm material: S 355 MC Boundary conditions Stiffness / Buckling Stress analyse Constrained in dof 16 Constrained in dof 16 Forces and / or Moments Constrained in dof 16 Constrained in dof 16 Corner Braking Uplevel HArm Lower Control Arm ≤ 6,8 kg (low weight) ≤ 9,5 kg (cost optimized) → 8,74 kg thickness: 3 mm upper shell 2,5 mm lower shell material: S 420 MC upper shell S 355