ELEMENTS ANALYSIS

Analysis of the bearing capacity of the "end-pole" and the eyebolt via non-linear static analysis for material and geometry. The constitutive law of the material (AISI 304) responds to the law of Cowper-Symond, relative to the response to loads of the impulsive type, related to the fall of the worker.

 

 

analisi 2

Stress response

Moving summit 2.00 mm VM stress. Plasticized in white areas.

analisi 3

Stress response

Moving summit 8.00 mm VM stress. Plasticized in white areas.

analisi 4

Stress response

Moving summit 12.00 mm VM stress. Plasticized in white areas.

analisi 5

Stress response

Moving summit 16.00 mm VM stress. Plasticized in white areas.

analisi 6

Stress response

Moving summit 0.600 mm VM stress. Plasticized in white areas.

analisi 7

Stress response

Moving summit 1.200 mm VM stress. Plasticized in white areas.

analisi 8

Stress response

Moving summit 2.100 mm VM stress. Plasticized in white areas.