Bounds for the response of viscoelastic composites under antiplane loadings in the time domain
Ornella Mattei, Graeme W. Milton

TL;DR
This paper develops a method to derive tight bounds on the time-dependent stress and strain responses of viscoelastic composites, using an analytic approach combined with linear programming to optimize over pole configurations.
Contribution
It applies the analytic method to the time domain for antiplane viscoelasticity, enabling accurate bounds on transient responses based on composite properties.
Findings
Bounds are very accurate and can be tight over the entire time range.
Incorporating volume fractions improves bound tightness at specific times.
Method effectively predicts transient behavior of viscoelastic composites.
Abstract
To derive bounds on the strain and stress response of a two-component composite material with viscoelastic phases, we revisit the so-called analytic method (Bergman 1978), which allows one to approximate the complex effective tensor, function of the ratio of the component shear moduli, as the sum of poles weighted by positive semidefinite residue matrices. The novelty of this investigation lies in the application of such a method, previously applied (Milton 1980; Bergman 1980) to problems involving cyclic loadings in the frequency domain, to derive bounds in the time domain for the antiplane viscoelasticity case. The position of the poles and the residues matrices are the variational parameters of the problem: the aim is to determine such parameters in order to have the minimum (or maximum) response at any given moment in time. All the information about the composite is translated for…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsMechanical Behavior of Composites · Composite Structure Analysis and Optimization · Structural Behavior of Reinforced Concrete
