NUMERICAL IMPLEMENTATION OF THE ALGORITHM FOR CALCULATION OF A FINITE BEAM ON A DEFORMABLE ELASTIC BASE TAKING INTO ACCOUNT FEATURES IN THE BASE
In this article, to illustrate the previously obtained solutions and in order to study the effect of incomplete contact of the strip foundation with the soil, a numerical implementation of the problem of bending the final beam on a Winkler elastic foundation was carried out, taking into account the features in the foundation. A study was also made of the influence of the value of the soil bed coefficient on the stress-strain state of the final beam, which made it possible to obtain results that most fully reflect the actual operating conditions of foundation structures.