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Normal and Shear Force01:14

Normal and Shear Force

When a beam is subjected to different loads, such as weight, pressure, or other external forces, internal forces are generated within the beam. These forces can have a significant impact on the overall stability and strength of the structure. Engineers use various methods to analyze and determine the magnitude and direction of these internal forces. One common technique used to determine internal forces in beams is the method of sections. This method involves considering an imaginary point or...
Shear Diagram01:27

Shear Diagram

In the study of beam mechanics, shear diagrams play a crucial role in understanding the distribution of shear forces along the length of a beam. Consider a beam AB that is supported at both ends and subjected to perpendicular loads.
First, a free-body diagram of the beam is drawn, representing all the external forces and internal reactions acting on the beam. One can calculate the reaction forces at each support by employing the equilibrium equations of force and moment. The vertical component...
Shearing Stress01:18

Shearing Stress

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.
The average shearing stress can be calculated by dividing the shear by the area of the cross-section.
Shearing Strain01:20

Shearing Strain

The shearing strain represents a cubic element's angular change when subjected to shearing stress. This type of stress can transform a cube into an oblique parallelepiped without influencing normal strains. The cubic element experiences a significant transformation when exposed solely to shearing stress. Its shape alters from a perfect cube into a rhomboid, clearly demonstrating the effect of shearing strain. The degree of this strain is considered positive if it reduces the angle between the...
Singularity Functions for Shear01:26

Singularity Functions for Shear

In structural analysis, singularity functions are crucial in simplifying the representation of shear forces in beams under discontinuous loading. These functions describe discontinuous variations in shear force across a beam with varying loads by using a single mathematical expression, regardless of the complexity of the loading conditions. The singularity functions are derived from creating a free-body diagram of the beam and then making conceptual cuts at specific points to examine the shear...
Shear on the Horizontal Face of a Beam Element01:16

Shear on the Horizontal Face of a Beam Element

To understand shear on the flat side of a prismatic beam element, consider the vertical and horizontal shearing forces, and the normal forces, acting on the element. The element's upper (U) and lower (L) sections, which are divided by the beam's neutral axis, are examined. The equilibrium of these forces is determined by applying the equilibrium equation, which helps identify the horizontal shearing force. This force is directly related to the bending moments and the cross-section's first...

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Updated: May 10, 2026

Measuring Material Microstructure Under Flow Using 1-2 Plane Flow-Small Angle Neutron Scattering
09:08

Measuring Material Microstructure Under Flow Using 1-2 Plane Flow-Small Angle Neutron Scattering

Published on: February 6, 2014

Obstrucción por cizallamiento.

Dapeng Bi1, Jie Zhang, Bulbul Chakraborty

  • 1Martin Fisher School of Physics, Brandeis University, Waltham, Massachusetts 02454, USA.

Nature
|December 16, 2011
PubMed
Resumen
Este resumen es generado por máquina.

La tensión de corte puede atascar los granos de fricción a densidades más bajas de lo que se pensaba anteriormente, creando estados únicos frágiles y robustos. Estas transiciones dependen de los granos portadores de fuerza, no de la densidad.

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Área de la Ciencia:

  • Física Física es la física de las cosas.
  • Ciencia de los materiales Ciencia de los materiales.
  • Física de la materia blanda Física de la materia blanda

Sus antecedentes:

  • Los materiales desordenados como las espumas y los sistemas granulares forman estados atascados, resistiendo la deformación.
  • El concepto de interferencia de Liu-Nagel plantea una densidad crítica para los sistemas atérmicos.
  • La transición de atasco para los granos de fricción sigue siendo menos comprendida experimentalmente.

Objetivo del estudio:

  • Investigar el atasco en los granos de fricción bajo tensión de corte.
  • Explorar las interferencias en densidades por debajo del valor crítico de interferencia isotrópica.
  • Caracterice la fenomenología de los estados atascados inducidos por cizallamiento.

Principales métodos:

  • Estudio experimental de los granos de fricción en forma de disco.
  • Aplicación de esfuerzo de cizallamiento controlado.
  • Análisis de redes de fuerza y fracciones de grano.

Principales resultados:

  • La tensión de corte induce el atascamiento en densidades por debajo del valor crítico para el atascamiento isotrópico.
  • Surgen dos tipos de estados bloqueados por cizallamiento: frágiles y robustos.
  • Las transiciones se rigen por la fracción de granos portadores de fuerza, independientemente de la densidad.
  • Los estados bloqueados por cizallamiento exhiben un tejido anisotrópico, con la anisotropía desapareciendo cerca de la densidad crítica.

Conclusiones:

  • El atascamiento de grano de fricción se puede lograr a través de la tensión de corte por debajo de la densidad crítica.
  • Los estados de atasco de cizalladura muestran propiedades distintas de los estados de atasco isotrópicos.
  • La fracción de granos portadores de fuerza es un parámetro clave que controla las transiciones de atascamiento.