Chislennoe reshenie kontaktnojj zadachi naprjazhenno-deformirovannogo sostojanija tel pri rabote stalnykh kanatnogo bloka i kanata

The paper presented the results of studies of the stress-strain state at work steel cable block and channel Univ. Using finite element modeling performed numerical solution spatial and plane-hard contact problem using application software systems APM WIN Machine and Structure CAD. Analysis of static and dynamic load-nomic couples showed that ma-a maximal level of contact stress (stress field), and therefore the greatest intensity trybokontaktnoho wear at-work profile is on the cable block ku, namely the toroidal and conical surface due to a jam rope Their work is returned.