Topics in Nonlinear Physics 1968
DOI: 10.1007/978-3-642-88504-4_2
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The Nonlinear Field Theories in Mechanics

Abstract: We can now proceed in precisely the same manner as in section 2 to establish convergence of the iteration scheme.If ro = 0, the operator L[u] as defined above is not coercive and lemma 3.1 does not hold. In this case, we adopt a different procedure. Let i be any positive real number. We apply the operator (u . ' 17) + 2 to (3.3) and obtainWe now seta coercive operator in P(Q) and L[u]-l exists. We can now apply the operator L[u]-l to (3.8), define p = L[u]-l x x ((u * V) + 1) p and set up an iteration scheme i… Show more

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Cited by 277 publications
(476 citation statements)
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“…The classical condition for strain localization states that the acoustical tensor q(N) is singular for a particular choice of N, which then defines the normal to the surface across which a discontinuity appears. This result can be derived by admitting a deformation field containing a jump in the velocity gradient as with acceleration waves [40,88], or by admitting a jump in the displacement field [3]. Though the details of the analyses differ, the result in these, and many other examples, is the same: the loss of positive definiteness of the acoustical tensor marks the bifurcation of the solution from a smooth field to a solution admitting discontinuous features.…”
Section: U(x T) = a Exp[ik (N · X − C T)] (A29)mentioning
confidence: 99%
See 1 more Smart Citation
“…The classical condition for strain localization states that the acoustical tensor q(N) is singular for a particular choice of N, which then defines the normal to the surface across which a discontinuity appears. This result can be derived by admitting a deformation field containing a jump in the velocity gradient as with acceleration waves [40,88], or by admitting a jump in the displacement field [3]. Though the details of the analyses differ, the result in these, and many other examples, is the same: the loss of positive definiteness of the acoustical tensor marks the bifurcation of the solution from a smooth field to a solution admitting discontinuous features.…”
Section: U(x T) = a Exp[ik (N · X − C T)] (A29)mentioning
confidence: 99%
“…Although the analysis of softening due to a network of cohesive surfaces in Section 2.1.3 or theoretical conditions for the appearance of discontinuous bifurcations [40,88] may suggest an adaptive approach is needed for modeling cohesive fracture, the implementation of a simulation procedure introduces a number of parameters not prescribed by theory. The parameters we introduce in our moving tip model are shown in Figure 3.7 (a).…”
Section: Adaptive Insertion Of Cohesive Surfacesmentioning
confidence: 99%
“…That the strain energy should depend on H via C is necessary and sufficient for the symmetry of the Cauchy stress T, related to P by P = TF * (see [1,10]). This, of course, is equivalent to (4) 2 .…”
Section: Outline Of the Basic Theorymentioning
confidence: 99%
“…Similarly, the part ψ neq M of the free energy function depends on the invariants of C e M which are identical to those of the corresponding elastically relaxing left Cauchy-Green tensor b e M = F e M F e T M . Then, from the well-known result of isotropic function theory, see for example [7,16,33], the corresponding equilibrium and non-equilibrium Kirchhoff stress tensors τ ∞ M = FS ∞ M F T and τ neq M = FS neq M F T can be equivalently given by,…”
Section: Stress Tensor: the Matrix Contributionmentioning
confidence: 99%