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E. A. Leonova, "Scalar formulation of static problems in elasticity," Mech. Solids. 38 (1), 55-66 (2003)
Year 2003 Volume 38 Number 1 Pages 55-66
Title Scalar formulation of static problems in elasticity
Author(s) E. A. Leonova (Moscow)
Abstract Static equations of classical elasticity and uncoupled thermo-elasticity are considered. An invariant representation of the general solution of these equations is proposed in terms of a minimal number of scalar harmonic functions. It is shown that for three-dimensional elasticity equations there are three such functions, and for the plane problem, there are two functions and one arbitrary constant. For the basic kinematic characteristics two vector identities are obtained. On the basis of these, two types of boundary value problems in domains of a special structure with given normal (tangential) stresses and given tangential (normal) displacements on the boundary are reduced to classical problems of the potential theory. Examples of solutions are given.

Applications of harmonic functions in classical elasticity for solving particular problems date back to the works of Lam\'e, Betti, Boussinesq, and Cerruti [1-5], whereas the problem of representing the general solution in terms of such functions is still the subject matter of numerous studies [18-26].

The displacement vector is defined by Lam\'e's homogeneous equations [1-4] and, hence, is a biharmonic vector or can be expressed in terms of biharmonic vector [4]. Therefore, the displacement vector can be represented in terms of two harmonic vectors in accordance with the familiar relations.

It can be shown that all straightforward representations of the general solution in terms of harmonic functions [7-26] either contain a harmonic vector [7-20, 22, 24-46] or express the displacement vector in an orthogonal Cartesian frame in terms of harmonic functions [21, 23]. When choosing the form of the general solution of particular problems, one should keep in mind that a harmonic vector can be split into harmonic components only in a Cartesian coordinate system or some other specific coordinate systems.

In [7, 16, 26], the displacement vector is expressed in terms of a harmonic vector and a harmonic scalar-valued function, which may be either uncoupled [8, 9, 26] or coupled [7, 12, 13] by a single relation. For three-dimensional equations in terms of components, this fact leads to four or three independent harmonic functions, respectively. In [21, 23], four harmonic functions are also linked by a single relation.

The issue of reducing the number of harmonic functions in the general solutions considered in [8, 9] from four to three was widely discussed in [8-20, 22, 23, 26]. This reduction has been implemented in two ways. According to the first approach the displacement vector is expressed through a single harmonic vector [12, 14-16, 18, 24-26]; while in the second approach, it is expressed through a scalar harmonic function and two components of a harmonic vector by equating to zero one of its components [15, 16, 26].

The representation of the general solution in terms of harmonic functions proposed below does not contain the position vector of a point, in contrast to [4, 7-9, 14-16, 21, 23]; and it is unrelated to a fixed coordinate system, in contrast to [21, 23]. In the present work, in contrast to [1-26], the general solution is expressed in terms of scalar harmonic functions rather than in terms of a harmonic vector, and the number of these functions is minimal.
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Received 02 December 1999
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