1988
DOI: 10.1016/0020-7225(88)90032-8
|View full text |Cite
|
Sign up to set email alerts
|

Frictional contact problems with normal compliance

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

1
86
0

Year Published

1992
1992
2016
2016

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 198 publications
(87 citation statements)
references
References 14 publications
1
86
0
Order By: Relevance
“…Equation (19) represents the viscoelastic constitutive law of the material, already introduced in (1). Equation (20) is the equation of equilibrium; we use it here since we assume that process is quasistatic.…”
Section: The Modelmentioning
confidence: 99%
See 2 more Smart Citations
“…Equation (19) represents the viscoelastic constitutive law of the material, already introduced in (1). Equation (20) is the equation of equilibrium; we use it here since we assume that process is quasistatic.…”
Section: The Modelmentioning
confidence: 99%
“…In the study of the mechanical problem (19)- (25) we assume that the viscosity operator, the elasticity operator and the relaxation tensor satisfy the following conditions.…”
Section: The Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…We notice that the fully discrete Problem VP hk can be seen as a coupled system of variational equations. Using classical results of nonlinear variational equations (see [16] …”
Section: Fully Discrete Approximations: Error Estimatesmentioning
confidence: 99%
“…We note that the history-dependent operators have been considered for quasistatic and evolutionary contact problems by several authors, for example, by Sofonea et al in [8,21,[26][27][28] and [29], Migórski et al in [5,15,19] and [20], Ogorzały in [23], Yao et al in [31], and Zhu in [33]. The normal compliance contact condition was introduced in [13,14,22] and it was used in many papers, see, e.g., [3,9,25] and [29]. In [28], Sofonea and Patrulescu considered a contact condition which describes a foundation that is rigid if the penetration reaches a critical bound.…”
Section: Introductionmentioning
confidence: 99%