© 2014 D. V. Berezhnoi et al. In work construction of algorithm of the contact interaction based on introduction between parts of designs of a special contact layer is considered. Different variants of the deformation of the contact layer, for clarity presented by two overlays, depending on the impact of the efforts of substructures at each other. A general governing equation, which is solved on the basis of physically nonlinear problem formulated. To solve the problem, a method of solving problems in increments when iteration step the unknowns are not full of the displacement field, and their increments. It is solved model problems about modeling of stage-by-stage dredging from a foundation ditch with retaining walls
The unknown interaction of the cutting tools with geological settings represents an interesting prob...
The unknown interaction of the cutting tools with geological settings represents an interesting prob...
The assurance of high precision alignment of workpieces with low stiffness requires thorough knowled...
© 2014 D. V. Berezhnoi et al. In work construction of algorithm of the contact interaction based on ...
© 2014 D. V. Berezhnoi et al. In work construction of algorithm of the contact interaction based on ...
© 2014 D. V. Berezhnoi et al. In work construction of algorithm of the contact interaction based on ...
© 2015 D. V. Berezhnoi and M. K. Sagdatullin. Finite element "master-slave" a technique of contact i...
© 2015 D. V. Berezhnoi and M. K. Sagdatullin. Finite element "master-slave" a technique of contact i...
© 2015 D. V. Berezhnoi and M. K. Sagdatullin. Finite element "master-slave" a technique of contact i...
The installation of foundations influences the behavior and hence the load bearing capacity of the s...
© Published under licence by IOP Publishing Ltd. The work is devoted to the construction of a comput...
© Published under licence by IOP Publishing Ltd. The work is devoted to the construction of a comput...
Up to now in many works a construction on elastic foundation was modelled by the Winkler's hypothesi...
© 2014 O. A. Sachenkov, V. I. Mitryaikin, T. A. Zaitseva and Yu. G. Konoplev. The paper presents a t...
The research analysis of interaction artificial retaining constructions with a non-uniform soil basi...
The unknown interaction of the cutting tools with geological settings represents an interesting prob...
The unknown interaction of the cutting tools with geological settings represents an interesting prob...
The assurance of high precision alignment of workpieces with low stiffness requires thorough knowled...
© 2014 D. V. Berezhnoi et al. In work construction of algorithm of the contact interaction based on ...
© 2014 D. V. Berezhnoi et al. In work construction of algorithm of the contact interaction based on ...
© 2014 D. V. Berezhnoi et al. In work construction of algorithm of the contact interaction based on ...
© 2015 D. V. Berezhnoi and M. K. Sagdatullin. Finite element "master-slave" a technique of contact i...
© 2015 D. V. Berezhnoi and M. K. Sagdatullin. Finite element "master-slave" a technique of contact i...
© 2015 D. V. Berezhnoi and M. K. Sagdatullin. Finite element "master-slave" a technique of contact i...
The installation of foundations influences the behavior and hence the load bearing capacity of the s...
© Published under licence by IOP Publishing Ltd. The work is devoted to the construction of a comput...
© Published under licence by IOP Publishing Ltd. The work is devoted to the construction of a comput...
Up to now in many works a construction on elastic foundation was modelled by the Winkler's hypothesi...
© 2014 O. A. Sachenkov, V. I. Mitryaikin, T. A. Zaitseva and Yu. G. Konoplev. The paper presents a t...
The research analysis of interaction artificial retaining constructions with a non-uniform soil basi...
The unknown interaction of the cutting tools with geological settings represents an interesting prob...
The unknown interaction of the cutting tools with geological settings represents an interesting prob...
The assurance of high precision alignment of workpieces with low stiffness requires thorough knowled...