Few-layer van der Waals (vdW) materials have been extensively investigated in terms of their exceptional electronic, optoelectronic, optical, and thermal properties. Simultaneously, a complete evaluation of their mechanical properties remains an undeniable challenge due to the small lateral sizes of samples and the limitations of experimental tools. In particular, there is no systematic experimental study providing unambiguous evidence on whether the reduction of vdW thickness down to few layers results in elastic softening or stiffening with respect to the bulk. In this work, micro-Brillouin light scattering is employed to investigate the anisotropic elastic properties of single-crystal free-standing 2H-MoSe as a function of thickness, down to three molecular layers. The so-called elastic size effect, that is, significant and systematic elastic softening of the material with decreasing numbers of layers is reported. In addition, this approach allows for a complete mechanical examination of few-layer membranes, that is, their elasticity, residual stress, and thickness, which can be easily extended to other vdW materials. The presented results shed new light on the ongoing debate on the elastic size-effect and are relevant for performance and durability of implementation of vdW materials as resonators, optoelectronic, and thermoelectric devices.

Download full-text PDF

Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11468464PMC
http://dx.doi.org/10.1002/adma.202008614DOI Listing

Publication Analysis

Top Keywords

elastic softening
12
vdw materials
12
elastic
5
thickness-dependent elastic
4
softening few-layer
4
few-layer free-standing
4
free-standing mose
4
mose few-layer
4
few-layer van
4
van der
4

Similar Publications

Affected by weakening effect of water in the goaf, the bearing capacity of coal pillar reduced, and coal pillar rock burst is prone to occur, which is a serious threat to mine safety in production. In order to study the equivalent width and stability of coal pillar in water-rich coal seam, taking the section coal pillar of a working face as the research object, combined with laboratory test, theoretical analysis, simulation and engineering practice, the stress, elastic core area width, damage degree and energy accumulation of 36 m water-immersed coal pillar and 26 m, 28 m, 30 m, 32 m, 36 m unimmersed coal pillars are analyzed. The research results show that: (1) The reasonable width of coal pillar under flooded and unflooded conditions is 36.

View Article and Find Full Text PDF

Nonlinear Elasticity of Amorphous Silicon and Silica from Density Functional Theory.

J Phys Chem C Nanomater Interfaces

December 2024

Department of Chemistry, College of Staten Island, Staten Island, New York 10314, United States.

Density functional theory calculations and a finite deformation method are used to calculate second- and, most notably, third-order elastic constants of amorphous silicon and amorphous silicon dioxide, as represented by model structures generated via melt-quench force-field molecular dynamics simulations. Linear and nonlinear elastic constants are used to deduce macroscopic elastic moduli, such as the bulk and shear moduli, their pressure derivatives, and the elastic Grüneisen parameter. Our calculations show that the elastic properties of amorphous silicon reach the isotropic elastic limit within the nanometer length scale, attaining characteristics, both linear and nonlinear, comparable to those of crystalline silicon.

View Article and Find Full Text PDF

Thermal Softening Measurements of Refractory High-Entropy Alloys.

Materials (Basel)

November 2024

H-ION Kft., Konkoly-Thege Miklós út 29.-33., H-1121 Budapest, Hungary.

Home-built equipment will be presented able to measure the thermal expansion (with a flat indenter) and indentation depth (with a pointed indenter) up to 1100 °C. In dilatometer mode, the allotropic phase transformations can be studied. For hardness, a Rockwell-type measurement is adopted.

View Article and Find Full Text PDF

Road infrastructure sustainability and pavement performance may be increased by using waste materials like polyethylene terephthalate (PET) and polyethylene waste (PE waste) in polymer-modified asphalt mixtures. As seen by a more pronounced rise in the softening point, which exceeds 110 °C with 8% PE waste, PET was found to improve the tensile strength, resistance to cracking, and thermal stability of asphalt mixes. PE waste also increases ductility up to 4% PE waste, beyond which the combination becomes more brittle, and dramatically decreases penetration, strengthening the asphalt's resistance to deformation.

View Article and Find Full Text PDF
Article Synopsis
  • Tantalum carbides (TaC) exhibit unusual hardness behavior where they initially harden with some carbon loss, then soften with further decarburization, a phenomenon seen since 1963 but not fully understood.
  • This study identifies a shift in the slip system for TaC from {111} to {110} as carbon content decreases, contrasting with titanium carbide (TiC), which does not show this transition.
  • Experimental findings reveal a hardness peak in bulk TaC samples at varying carbon levels, while thin films do not show this peak due to diminished dislocation plasticity in nanocrystalline structures.
View Article and Find Full Text PDF

Want AI Summaries of new PubMed Abstracts delivered to your In-box?

Enter search terms and have AI summaries delivered each week - change queries or unsubscribe any time!