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相关概念视频

Relation Between Tensile Strength and Compressive Strength of Concrete01:30

Relation Between Tensile Strength and Compressive Strength of Concrete

356
Concrete is a fundamental building material, and understanding its strengths is crucial for construction projects. The relationship between its tensile and compressive strengths is intricate, showing that while these strengths are related, they do not increase at the same rate. Tensile strength's growth is slower and is affected by various factors such as the methods used for testing, the size and shape of the specimen, the texture of the aggregate used, and the moisture content of the...
356
Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

204
Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen...
204
Compacting Factor test01:22

Compacting Factor test

255
The compacting factor test is a method used to assess the workability of concrete. It is  especially suitable for concrete mixes containing aggregates up to one and a half inches in size. This test involves specialized equipment consisting of two truncated cone-shaped hoppers and a cylinder, all with polished interior surfaces to minimize friction.
The procedure begins by placing concrete into the upper hopper without any compaction. Once filled, the bottom door of this hopper is opened,...
255
Strength of Cement01:20

Strength of Cement

221
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
221
Bonding and Strength of Aggregate01:12

Bonding and Strength of Aggregate

265
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
265
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

332
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.
332

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相关实验视频

Updated: Sep 15, 2025

Predicting Catalyst Extrudate Breakage Based on the Modulus of Rupture
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基于相互作用的模型,从单个组件数据预测压缩混合物的拉伸强度.

Pradeep Valekar1, Ira S Buckner1

  • 1Graduate School of Pharmaceutical Sciences, Duquesne University, Pittsburgh, Pennsylvania 15282, United States.

Molecular pharmaceutics
|July 14, 2025
PubMed
概括

这项研究引入了粉末混合物抗拉强度的新模型,超越了简单的粒子相互作用. 高级接触建模,特别是第四级,可显著提高合并系统的预测准确性.

科学领域:

  • 材料科学 材料科学 材料科学
  • 化学工程是化学工程的重要组成部分.
  • 粉末技术技术 粉末技术

背景情况:

  • 粉末混合物的拉伸强度取决于粒子对粒子的接触强度.
  • 现有的模型通常假设简单的对交互,这可能不反映复杂的合并系统.

研究的目的:

  • 开发和验证一种新的模型,以使用更高阶粒子间相互作用来预测粉末混合物的拉伸强度.
  • 改进传统的双向交互模型.

主要方法:

  • 使用更高阶相互作用 (超越对联) 建模粒子间接触.
  • 开发一种模型,其中相互作用强度取决于相互作用粒子集群的组成.
  • 用各种压缩粉末混合物评估模型.

主要成果:

  • 高阶相互作用提供了比对式模型更准确的拉伸强度预测.
  • 第四阶相互作用显示出最好的预测性能.
  • 与实验数据相比,新模型的平均偏差达到≤0.22 MPa.

结论:

  • 高阶粒子间接触建模对于预测聚合粉末混合物的抗拉强度是优越的.
关键词:
粘合剂是一种粘合剂.二项式概率概率二项式概率有凝聚力的凝聚力.几何平均值的几何平均值更高阶的相互作用.基于互动的模型.双向互动是对对进行的互动.粒子 - 粒子接触药片 药片 药片 药片 药片拉力强度 拉力强度 拉力强度

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  • 拟议的模型比以前的方法提供了更高的准确性和更广泛的适用性.