Superposition Principle for the Tensionless Contact of a Beam Resting on a Winkler or a Pasternak Foundation

AbstractA Green function–based approach is presented to address the nonlinear tensionless contact problem 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 applications of the method are presented, including symmetric and nonsymmetric contact layouts, which can be hardly tackled within the traditional solution procedure. Whenever possible, results are compared with the existing literature.

[1]  Jen-San Chen,et al.  Steady state and stability of a beam on a damped tensionless foundation under a moving load , 2011 .

[2]  R. A. Westmann,et al.  BEAM ON TENSIONLESS FOUNDATION , 1967 .

[3]  A. Kampitsis,et al.  Nonlinear analysis of shear deformable beam-columns partially supported on tensionless three-parameter foundation , 2011 .

[4]  G. Gladwell,et al.  Elastic Analysis of Soil-Foundation Interaction , 1979 .

[5]  George G. Adams,et al.  Beam on tensionless elastic foundation , 1987 .

[6]  Ioannis N. Psycharis Investigation of the dynamic response of rigid footings on tensionless Winkler foundation , 2008 .

[7]  John Butterworth,et al.  Static analysis of an infinite beam resting on a tensionless Pasternak foundation , 2009 .

[8]  Arnold D. Kerr,et al.  Beams on a two-dimensional pasternak base subjected to loads that cause lift-off , 1991 .

[9]  Y. Weitsman,et al.  Onset of separation between a beam and a tensionless elastic foundation under a moving load , 1971 .

[10]  A. Nobili Variational Approach to Beams Resting on Two-Parameter Tensionless Elastic Foundations , 2012 .

[11]  I. Coskun,et al.  The response of a finite beam on a tensionless Pasternak foundation subjected to a harmonic load , 2003 .

[12]  J. Barber,et al.  Beams on Elastic Foundations , 2011 .

[13]  Arnold D. Kerr,et al.  Elastic and Viscoelastic Foundation Models , 1964 .

[14]  Kevin D. Murphy,et al.  Response of a finite beam in contact with a tensionless foundation under symmetric and asymmetric loading , 2004 .

[15]  Kadir Güler,et al.  Dynamic response of a column with foundation uplift , 1991 .

[16]  Y. Weitsman,et al.  On Foundations That React in Compression Only , 1970 .

[17]  Xing Ma,et al.  Response of an infinite beam resting on a tensionless elastic foundation subjected to arbitrarily complex transverse loads , 2009 .

[18]  Arnold D. Kerr,et al.  On the derivation of well posed boundary value problems in structural mechanics , 1976 .

[19]  Evangelos J. Sapountzakis,et al.  Nonlinear dynamic analysis of Timoshenko beam-columns partially supported on tensionless Winkler foundation , 2010 .