A finite-element analysis of the stress-strain state of the bank-protection structure of the type anchor bolveverk with various types of external force is performed. It has been established that the adopted geometrical parameters of the structure provide the required margin of safety and ensure the stable operation of the object in the entire range of design loads. Practical recommendations are formulated for adjusting the design structure of the bollard (biteng).
Keywords: finite-element method, stress-strain state, Ansys Mechanical, banked fastener type building, bollard