Abstract:We consider the shape-topological control of a singularly perturbed variational inequality. The geometry-dependent state problem that we address in this paper concerns a heterogeneous medium with a micro-object (defect) and a macro-object (crack) modeled in 2d.The corresponding nonlinear optimization problem subject to inequality constraints at the crack is considered within a general variational framework. For the reason of asymptotic analysis, singular perturbation theory is applied resulting in the topologi… Show more
“…As δ tends to zero, we can derive the existence theorem below. The proof of Theorem 3 follows the proof given in [17] based on the properties (10)- (12) for the specific case F(σ) = Ψ 2 (∥σ∥)σ.…”
Section: Well-posedness Theoremmentioning
confidence: 87%
“…The uniform bound in (10) together with (2) leads to ∥ε∥ ≤ M 1 implying limiting small strain for small M 1 . The bounds in (11) describe the monotone and Lipschitz continuous properties of F. After integration over Ω c , property (12) provides σ with the following lower bound in the L 1 -norm:…”
Section: Problem Formulationmentioning
confidence: 99%
“…The principal challenge here is finding singular solutions at the crack tip [8,9] and obtaining a formula for the energy release rate [10][11][12], which is relevant to brittle as well as quasi-brittle materials fracturing [13]. Numerical methods suitable for this class of nonlinear crack problems were developed in [14].…”
A nonlinear crack problem subject to a non-penetration inequality is considered within the framework of the limiting small strain approach, which does not suffer from the inconsistency of infinite strain at the crack tip. Based on the concept of a generalized solution, sufficient conditions proving the well-posedness of the problem are established and analyzed.
“…As δ tends to zero, we can derive the existence theorem below. The proof of Theorem 3 follows the proof given in [17] based on the properties (10)- (12) for the specific case F(σ) = Ψ 2 (∥σ∥)σ.…”
Section: Well-posedness Theoremmentioning
confidence: 87%
“…The uniform bound in (10) together with (2) leads to ∥ε∥ ≤ M 1 implying limiting small strain for small M 1 . The bounds in (11) describe the monotone and Lipschitz continuous properties of F. After integration over Ω c , property (12) provides σ with the following lower bound in the L 1 -norm:…”
Section: Problem Formulationmentioning
confidence: 99%
“…The principal challenge here is finding singular solutions at the crack tip [8,9] and obtaining a formula for the energy release rate [10][11][12], which is relevant to brittle as well as quasi-brittle materials fracturing [13]. Numerical methods suitable for this class of nonlinear crack problems were developed in [14].…”
A nonlinear crack problem subject to a non-penetration inequality is considered within the framework of the limiting small strain approach, which does not suffer from the inconsistency of infinite strain at the crack tip. Based on the concept of a generalized solution, sufficient conditions proving the well-posedness of the problem are established and analyzed.
“…From a mathematical point of view an analysis of cracked composite structures is significantly more complicated because of the presence of nonregular boundary components . In this regard, the influence of mechanical and geometric properties of inclusions on crack‐tip sensitivities is a challenging mathematical problem . It is well known that imposing linear boundary conditions on a crack may lead to physical inconsistency of mathematical models since a mutual penetration of the crack faces may happen…”
Section: Introductionmentioning
confidence: 99%
“…In the last years, within the framework of crack models subject to nonpenetration (contact) conditions, a number of papers have been published, concerning shape optimization problems for delaminated rigid inclusions, see, for example . For a heterogeneous two dimensional body with a micro‐object (defect) and a macro‐object (crack), the antiplane strain energy release rate is expressed by means of the mode‐III stress intensity factor that is examined with respect to small defects such as microcracks, holes, and inclusions . The ability of velocity methods to describe changes of topology by creating defects like holes is investigated in [].…”
A two‐dimensional model describing equilibrium of a cracked inhomogeneous body with a rigid inclusion is studied. We assume that the Signorini condition, ensuring non‐penetration of the crack faces, is satisfied. For a family of corresponding variational problems, we analyze the dependence of their solutions on the location of the rigid inclusion. The existence of a solution of the optimal control problem is proven. For this problem, a cost functional is defined by an arbitrary continuous functional on a suitable Sobolev space, with the location parameter of the inclusion is chosen as a control parameter.
The mathematical models describing equilibrium of cracked elastic plates with rigid thin stiffeners on the outer boundary are studied. On the crack faces the boundary conditions are specified in the form of inequalities which describe the mutual nonpenetration of the crack faces. We analyze the dependence of solutions on the length of the thin rigid stiffener reinforcing the cracked Kirchhoff-Love plate on the outer edge. The existence is proved of the solution to the optimal control problem. For this problem the cost functional is defined by an arbitrary continuous functional, while the length parameter of the thin rigid stiffener is chosen as a control function.
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