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相关概念视频

Relation Between the Distributed Load and Shear01:23

Relation Between the Distributed Load and Shear

Understanding the relationship between the distributed load and shear force in structural analysis is crucial for analyzing beams subjected to various loading conditions. Consider the case of a beam experiencing a distributed load, two concentrated loads, and a couple moment.
Relation Between the Shear and Bending Moment01:22

Relation Between the Shear and Bending Moment

When a beam is subjected to various loads, such as a distributed load, concentrated loads, and a couple moment, it experiences both shear forces and bending moments. To understand the relationship between these two forces, we can analyze an elemental section of the beam and draw a free-body diagram.
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity01:15

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.
Dynamic Modulus of Elasticity of Concrete01:16

Dynamic Modulus of Elasticity of Concrete

The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by a...
Creep in Concrete01:22

Creep in Concrete

Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
Effects of Creep01:25

Effects of Creep

Creep in concrete, the gradual deformation under prolonged stress, significantly impacts the integrity of structures. For reinforced concrete beams, it can be a vital design consideration, as it increases deflection, sometimes necessitating additional design measures. In columns, especially slender ones under eccentric loads, creep can cause buckling, compromising their stability. However, creep can be beneficial in indeterminate structures by mitigating stresses that arise from shrinkage,...

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相关实验视频

Updated: May 20, 2026

Synchrotron X-ray Microdiffraction and Fluorescence Imaging of Mineral and Rock Samples
10:12

Synchrotron X-ray Microdiffraction and Fluorescence Imaging of Mineral and Rock Samples

Published on: June 19, 2018

脊柱后的Mg2SiO4转化及其与660公里地震断续续的关系.

S H Shim1, T S Duffy, G Shen

  • 1Department of Geosciences, Princeton University, Princeton, New Jersey 08544, USA. sangshim@princeton.edu

Nature
|June 1, 2001
PubMed
概括

660公里的地震不连续性与地球地幔的矿物相变有关. 新的现场实验证实这种转变发生在预期的深度,与地震数据保持一致.

科学领域:

  • 地质物理学 地质物理学
  • 矿物物理 矿物物理
  • 高压地质化学 高压地质化学

背景情况:

  • 660公里的地震不连续性标志着地球地幔特性发生了重大变化.
  • 这种不连续性传统上归因于 (Mg,Fe) 2SiO4.4的脊柱后转化.
  • 以前的现场研究表明,这种转变发生在较低的压力下,挑战其与660公里不连续性的联系.

研究的目的:

  • 在高压和高温下研究Mg2SiO4的现场相变.
  • 为了确定Mg2SiO4.4中后旋转过渡的精确压力-温度条件.
  • 为了使实验发现与660公里不连续性的地震观测相协调.

主要方法:

  • 在现场同步子X射线衍射.
  • 双面激光加热在一个钻石的细胞.
  • 实验研究Mg2SiO4在20至36GPa的压力下.

主要成果:

  • 从-Mg2SiO4到MgSiO3-perovskite和MgO (periclase) 的相位转换在前向和反向方向都被观察到.
  • 发现这种后旋转转变的压力和温度条件与660公里不连续性的地震数据一致.
  • 这与之前在现场进行的多杆压力实验的发现相矛盾.

更多相关视频

Optimized Sealing Process and Real-Time Monitoring of Glass-to-Metal Seal Structures
04:41

Optimized Sealing Process and Real-Time Monitoring of Glass-to-Metal Seal Structures

Published on: September 2, 2019

Analyzing Melts and Fluids from Ab Initio Molecular Dynamics Simulations with the UMD Package
06:37

Analyzing Melts and Fluids from Ab Initio Molecular Dynamics Simulations with the UMD Package

Published on: September 17, 2021

相关实验视频

Last Updated: May 20, 2026

Synchrotron X-ray Microdiffraction and Fluorescence Imaging of Mineral and Rock Samples
10:12

Synchrotron X-ray Microdiffraction and Fluorescence Imaging of Mineral and Rock Samples

Published on: June 19, 2018

Optimized Sealing Process and Real-Time Monitoring of Glass-to-Metal Seal Structures
04:41

Optimized Sealing Process and Real-Time Monitoring of Glass-to-Metal Seal Structures

Published on: September 2, 2019

Analyzing Melts and Fluids from Ab Initio Molecular Dynamics Simulations with the UMD Package
06:37

Analyzing Melts and Fluids from Ab Initio Molecular Dynamics Simulations with the UMD Package

Published on: September 17, 2021

结论:

  • 脊柱后的Mg2SiO4转变与660公里的地震断裂相一致.
  • 高压实验技术,如激光加热的钻石杆细胞,为了解地球深层过程提供了至关重要的数据.
  • 这些先进的现场方法更好地限制了地幔不连续性的精确位置和性质.