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The stress-strain relationship in ductile materials such as structural steel or aluminium is intricate and progresses through several stages. When a specimen is loaded, it initially exhibits a linear length increase, depicted by a steep straight line on the stress-strain diagram. It indicates the material is elastically deforming and will return to its original shape once unloaded. However, when a critical stress value is reached, plastic deformation begins. This stage sees substantial...
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Plasticity is the property where an object loses its elasticity and undergoes irreversible deformation, even after the deformation forces are eliminated. If a material deforms irreversibly without increasing stress or load, then this is called ideal plasticity. For example, when a force is applied to an aluminum rod, it changes its shape, but it does not return to its original shape once the force is removed. Plastic deformation or ductility is thus a permanent deformation or change in the...
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In designing structural elements and machine parts using ductile materials, it is crucial to ensure that these components withstand applied stresses without yielding. Yielding is initially determined through a tensile test, which evaluates the material's response to uniaxial stress. However, tensile stress is insufficient when components face biaxial or plane stress conditions This condition requires advanced criteria to predict failure.
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Plastic deformation represents a fundamental concept in materials science, which explains the irreversible change in the shape of a material when it experiences stress beyond its elastic capability. This phenomenon is important in structural engineering, especially in designing and analyzing cantilever beams—structures that are securely fixed at one end and bear loads at the opposite end. When these beams are subjected to loads within their elastic range, they will return to their...
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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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在陶中借鉴的柔性脱位

L R Dong1,2,3, J Zhang2, Y Z Li3

  • 1MOE Key Laboratory of Advanced Functional Materials, College of Materials Science and Engineering, Beijing University of Technology, Chaoyang District, Beijing 100124, China.

Science (New York, N.Y.)
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概括

陶是由于有限的原子运动而易碎的. 一种新的"借鉴-移位"策略通过通过接口转移金属的移位来增强陶的可塑性,从而提高拉伸柔性.

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科学领域:

  • 材料科学
  • 陶工程
  • 机械工程

背景情况:

  • 陶由于刚性结构中的原子运动受限而表现出固有的脆弱性.
  • 这种脆弱性限制了脱位核,阻碍了金属中常见的增塑性策略.

研究的目的:

  • 克服陶中不良位移核化的挑战.
  • 开发一种新的策略来提高陶的伸缩性.

主要方法:

  • 提出使用量身定制的接口结构的"借贷-移位"策略.
  • 通过工程接口从金属转移到陶.

主要成果:

  • 通过从金属中借鉴陶, 调动了大量的位移.
  • 在陶中大大提高了拉伸柔性.

结论:

  • 这种"借鉴-移位"的策略有效地提高了陶的可塑性.
  • 这种方法为改善脆性陶材料的拉伸伸度提供了新的途径.