Creep failure of amorphous solids under tensile stress
Bhanu Prasad Bhowmik, H.G.E. Hentschel, Itamar Procaccia

TL;DR
This paper investigates the creep failure process in amorphous solids under tensile stress, developing a scaling theory to predict the distribution of collapse times across different material conditions.
Contribution
The study introduces a universal scaling framework for the probability distribution of collapse times in amorphous solids, applicable to both ductile and brittle materials, based on simulation data.
Findings
Scaling concepts enable data collapse for collapse time distributions.
Universal functions predict failure times across different parameters.
Scaling theory successfully describes brittle material failure.
Abstract
Applying constant tensile stress to a piece of amorphous solid results in a slow extension, followed by an eventual rapid mechanical collapse. This "creep" process is of paramount engineering concern, and as such was the subject of study in a variety of materials, for more than a century. Predictive theories for , the expected time of collapse, are lacking, mainly due to its dependence on a bewildering variety of parameters, including temperature, system size, tensile force, but also the detailed microscopic interactions between constituents. The complex dependence of the collapse time on all the parameters is discussed below, using simulations of strip of amorphous material. Different scenarios are observed for ductile and brittle materials, resulting in serious difficulties in creating an all-encompassing theory that could offer safety measures for given conditions. A central…
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
TopicsHigh-Velocity Impact and Material Behavior · High-pressure geophysics and materials · Rock Mechanics and Modeling
