Abstract:
The work is devoted to the numerical investigation of the generalized Hoff model.
Hoff equation models the dynamics of buckling construction of I-beams under a constant load. Result of existence and uniqueness of solution to the Showalter–Sidorov problem for the investigated model is formulated. This equation is a semilinear Sobolev type equation. Sobolev type equations constitute a vast area of non-classical equations of
mathematical physics. Based on the theoretical results there was developed the algorithm of numerical solution of the problem.