Effects of a local defect on one-dimensional nonlinear surface growth
Hyungjoon Soh1, Yongjoo Baek2, Meesoon Ha3
1Department of Physics, Korea Advanced Institute of Science and Technology, Daejeon 34141, Korea.
Physical Review. E
|May 17, 2017
Summary
The slow-bond problem in Kardar-Parisi-Zhang (KPZ) universality is resolved. New simulations show the critical defect strength converges to zero, not a positive value, as system size increases.
Area of Science:
- Statistical physics
- Complex systems
Background:
- The Kardar-Parisi-Zhang (KPZ) universality class describes interfaces in various physical systems.
- A key unresolved issue is the slow-bond problem, concerning the minimal defect strength (εc) affecting KPZ universality.
Purpose of the Study:
- To resolve the discrepancy between analytical predictions (εc=0) and numerical observations (εc>0) for the slow-bond problem.
- To determine the true critical defect strength within the KPZ universality class.
Main Methods:
- Finite-size scaling analyses were employed to study slow-bond effects.
- Extensive Monte Carlo simulations were conducted under varying boundary conditions.
Main Results:
- The study provides evidence that a previously reported non-zero critical defect strength (εc) is an artifact.
- Observed non-zero εc arises from a crossover phenomenon, not a true critical threshold.
Conclusions:
- The critical defect strength (εc) for the slow-bond problem in the KPZ universality class logarithmically converges to zero as system size increases.
- This resolves the long-standing debate, aligning numerical findings with analytical predictions.
More Related Videos
Related Concept Videos
Deformations in a Symmetric Member in Bending
563
When analyzing the deformation of a symmetric prismatic member subjected to bending by equal and opposite couples, it becomes clear that as the member bends, the originally straight lines on its wider faces curve into circular arcs, with a constant radius centered at a point known as Point C. This phenomenon helps to understand the stress and strain distribution within the member more clearly.
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
563
Imperfections in Crystal Structure: Point, Line and Plane Defects
14
A perfect crystal, in theory, has a uniform structure with the same unit cell and lattice points throughout. However, any deviation from this periodic arrangement is known as an imperfection or defect. These defects can be categorized into three types: point, line, and plane defects.Point defects occur when there is a deviation from the ideal due to missing atoms, displaced atoms, or additional atoms. These imperfections might occur due to imperfect packing during crystallization or because of...
14
Bending of Curved Members - Strain Analysis
563
The mechanics of deformation in curved members, such as beams or arches, under bending moments, involve complex responses. When such a member, symmetric about the y-axis and shaped like a segment of a circle centered at point C, is subjected to equal and opposite forces, its curvature and surface lengths change significantly. This alteration results in the shift of the curvature's center from C to C', indicating a tighter curve.
The important part of bending analysis for such a member...
The important part of bending analysis for such a member...
563
Deformations in a Transverse Cross Section
680
When a material is subjected to uniaxial stress, it elongates or contracts in the direction of the applied force, and also undergoes changes in the perpendicular directions. This behavior is crucial for understanding how materials behave under stress and is governed by mechanical properties such as Poisson's ratio v, which measures the ratio of transverse strain to axial strain.
As the material stretches, it expands or contracts in orthogonal directions to the load. This phenomenon varies...
As the material stretches, it expands or contracts in orthogonal directions to the load. This phenomenon varies...
680
Bending of Curved Members - Neutral Surface
565
In curved beams, unlike straight beams, the stress distribution across the cross-section is not uniform due to the beam's curvature. This non-uniformity arises because the neutral axis, where stress is zero, does not align with the centroid of the section. In a curved beam, the strain varies along the section as a function of the distance from the neutral axis.
Consider the curved member described in the previous lesson. According to Hooke's law, which relates stress to strain within the...
Consider the curved member described in the previous lesson. According to Hooke's law, which relates stress to strain within the...
565
Plastic Deformations of Members with a Single Plane of Symmetry
415
When a structural member undergoes plastic deformation due to bending, it is crucial to understand the position of the neutral axis and the stress distribution. This member, characterized by a single plane of symmetry, exhibits a uniform stress distribution, with negative stress above the neutral axis and positive stress below. Notably, the neutral axis does not align with the centroid of the cross-section. This misalignment is typical in cases where the cross-section is not rectangular or...
415


