A Green function-based approach is presented to address the nonlinear tensionless contactproblem for beams resting on either a Winkler or a Pasternak two-parameter elastic foundation.Unlike the traditional solution procedure, this approach allows determination of the contact locus position independently from the deflection curves. By doing so, a general nonlinear connection between the loading and the contact locus is found, which enlightens the specific features of the loading that affect the position of the contact locus. It is then possible to build load classes sharing the property that their application leads to the same contact locus. Within such load classes, the problem is linear and a superposition principle holds. Several applicat...
The analysis of static deflections of an infinite beam resting on a non-linear and discontinuous fou...
peer reviewedThis paper describes the quasi-static formulation of frictionless line contact between ...
AbstractElastic contact problems involving Euler–Bernoulli beams or Kirchhoff plates generally invol...
A Green function-based approach is presented to address the nonlinear tensionless contactproblem for...
In the present work, the tensionless contact problem of an Euler–Bernoulli beam of finite length res...
The presence of an axial load changes the system stiffness of an infante beam on a tensionless Winkl...
In the present work, the tensionless contact problem of an Euler-Bernoulli beam of finite length res...
This paper presents a Hamiltonian variational formulation to determine the energy minimizing boundar...
This study is written to present many aspects of contact problems and to present the solution to the...
A more generalized model of a beam resting on a tensionless Reissner foundation is presented. Compar...
The plane strain problem of a slender and weightless beam-plate loaded by a transversal point force ...
The objective of this research is to develop finite elements and iterative techniques for numerical ...
This article is going to deal with bending of a nonlinear beam whose mathematical model was proposed...
A nonlinear modal solution methodology capable of solving equilibrium and stability problems of uni-...
Up to now in many works a construction on elastic foundation was modelled by the Winkler's hypothesi...
The analysis of static deflections of an infinite beam resting on a non-linear and discontinuous fou...
peer reviewedThis paper describes the quasi-static formulation of frictionless line contact between ...
AbstractElastic contact problems involving Euler–Bernoulli beams or Kirchhoff plates generally invol...
A Green function-based approach is presented to address the nonlinear tensionless contactproblem for...
In the present work, the tensionless contact problem of an Euler–Bernoulli beam of finite length res...
The presence of an axial load changes the system stiffness of an infante beam on a tensionless Winkl...
In the present work, the tensionless contact problem of an Euler-Bernoulli beam of finite length res...
This paper presents a Hamiltonian variational formulation to determine the energy minimizing boundar...
This study is written to present many aspects of contact problems and to present the solution to the...
A more generalized model of a beam resting on a tensionless Reissner foundation is presented. Compar...
The plane strain problem of a slender and weightless beam-plate loaded by a transversal point force ...
The objective of this research is to develop finite elements and iterative techniques for numerical ...
This article is going to deal with bending of a nonlinear beam whose mathematical model was proposed...
A nonlinear modal solution methodology capable of solving equilibrium and stability problems of uni-...
Up to now in many works a construction on elastic foundation was modelled by the Winkler's hypothesi...
The analysis of static deflections of an infinite beam resting on a non-linear and discontinuous fou...
peer reviewedThis paper describes the quasi-static formulation of frictionless line contact between ...
AbstractElastic contact problems involving Euler–Bernoulli beams or Kirchhoff plates generally invol...