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Updated: May 25, 2025

Probe Type II Band Alignment in One-Dimensional Van Der Waals Heterostructures Using First-Principles Calculations
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Probe Type II Band Alignment in One-Dimensional Van Der Waals Heterostructures Using First-Principles Calculations

Published on: October 12, 2019

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在分层PtSe2中进行压力启用带结构工程,用于在超低超电位下进行水电解

Hotae Jeon1, Hee Jung Kwon2, Jaehyun Lee1

  • 1Department of Materials Science and Engineering, Hongik University, Seoul 04066, Republic of Korea.

ACS nano
|February 26, 2025
PubMed
概括

研究人员使用应变工程开发了多层二化 (PtSe2) 催化剂,用于高效的演化反应 (HER). 这种方法增强了水电解的催化活性,超过了纯的性能.

关键词:
催化材料是一种催化材料.电化学过程中的电化学过程.气演化反应反应的反应应变工程是一种应变工程.过渡金属的化物.水的电解是水的电解.

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Using Microwave and Macroscopic Samples of Dielectric Solids to Study the Photonic Properties of Disordered Photonic Bandgap Materials10:35

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Bending of Members Made of Several Materials01:08

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In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
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Transformation of Plane Strain01:12

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Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity

Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
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Shearing stress, denoted by the Greek letter tau (τ), is stress caused by forces acting transversely on an object. These forces create internal ones within the entity in the plane where the external forces are applied. The resultant of these internal forces is the shear in the section.
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