Jove
Visualize
联系我们

相关概念视频

Temperature Dependent Deformation01:12

Temperature Dependent Deformation

138
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
138
Thermal expansion and Thermal stress: Problem Solving01:27

Thermal expansion and Thermal stress: Problem Solving

1.1K
San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
1.1K
Bending of Members Made of Several Materials01:08

Bending of Members Made of Several Materials

139
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...
139
Stress-Strain Diagram - Ductile Materials01:24

Stress-Strain Diagram - Ductile Materials

615
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...
615
Thermal Strain01:19

Thermal Strain

616
Thermal strain is a concept that arises when we consider how temperature changes affect structures. Unlike the conventional assumption that structures remain constant under load, real-world scenarios often involve temperature fluctuations that can significantly impact these structures. Consider a homogeneous rod with a uniform cross-section resting freely on a flat horizontal surface. If the rod's temperature increases, the rod elongates. This elongation is proportional to the temperature...
616
Yield Criteria for Ductile Materials under Plane Stress01:25

Yield Criteria for Ductile Materials under Plane Stress

146
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.
The Maximum Shearing Stress Criterion, also known as...
146

您也可能阅读

相关文章

通过共同作者、期刊和引用图与本文相关的文章。

排序
Same author

Methodological Basis for Reliable Evaluation of Air Void Structure Parameters Using the 2D Method.

Materials (Basel, Switzerland)·2025
Same author

Estimation of the Spacing Factor Based on Air Pore Distribution Parameters in Air-Entrained Concrete.

Materials (Basel, Switzerland)·2025
Same author

Simplified Method of Estimating the A<sub>300</sub> Micropore Content in Air-Entrained Concrete.

Materials (Basel, Switzerland)·2023
Same author

Development of the Measuring Techniques for Estimating the Air Void System Parameters in Concrete Using 2D Analysis Method.

Materials (Basel, Switzerland)·2020
JoVE
x logofacebook logolinkedin logoyoutube logo
关于 JoVE
概览领导团队博客JoVE 帮助中心
作者
出版流程编辑委员会范围与政策同行评审常见问题投稿
图书馆员
用户评价订阅访问资源图书馆顾问委员会常见问题
研究
JoVE JournalMethods CollectionsJoVE Encyclopedia of Experiments存档
教育
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab Manual教师资源中心教师网站
使用条款与条件
隐私政策
政策

相关实验视频

Updated: Jun 3, 2025

Artificial Thermal Ageing of Polyester Reinforced and Polyvinyl Chloride Coated Technical Fabric
07:48

Artificial Thermal Ageing of Polyester Reinforced and Polyvinyl Chloride Coated Technical Fabric

Published on: January 29, 2020

6.5K

基于温度-时间历史,使用双参数成熟度ANN模型预测强度的新方法.

Jerzy Wawrzeńczyk1

  • 1Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland.

Materials (Basel, Switzerland)
|January 8, 2025
PubMed
概括
此摘要是机器生成的。

这项研究引入了一个新的神经网络模型来预测混凝土的强度发展,克服了传统的相当成熟时间方法的局限性. 人工神经网络 (ANN) 通过考虑水化热,激活能量,温度和时间来准确估计压力强度.

关键词:
人工神经网络的人工神经网络混凝土混凝土混凝土是什么期货到期时间 期货到期时间模拟建模的模型.迫击炮迫击炮迫击炮力量发展 力量发展 力量发展

更多相关视频

Experimental Methods for Investigation of Shape Memory Based Elastocaloric Cooling Processes and Model Validation
11:11

Experimental Methods for Investigation of Shape Memory Based Elastocaloric Cooling Processes and Model Validation

Published on: May 2, 2016

11.0K
Surrogate Model Development for Digital Experiments in Welding
09:17

Surrogate Model Development for Digital Experiments in Welding

Published on: March 28, 2025

694

相关实验视频

Last Updated: Jun 3, 2025

Artificial Thermal Ageing of Polyester Reinforced and Polyvinyl Chloride Coated Technical Fabric
07:48

Artificial Thermal Ageing of Polyester Reinforced and Polyvinyl Chloride Coated Technical Fabric

Published on: January 29, 2020

6.5K
Experimental Methods for Investigation of Shape Memory Based Elastocaloric Cooling Processes and Model Validation
11:11

Experimental Methods for Investigation of Shape Memory Based Elastocaloric Cooling Processes and Model Validation

Published on: May 2, 2016

11.0K
Surrogate Model Development for Digital Experiments in Welding
09:17

Surrogate Model Development for Digital Experiments in Welding

Published on: March 28, 2025

694

科学领域:

  • 土木工程 土木工程是指土木工程.
  • 材料科学 材料科学 材料科学
  • 计算机建模 计算建模

背景情况:

  • 相当成熟时间 (te) 方法被广泛用于预测在不同温度下混凝土强度的发展.
  • 这种方法依赖于激活能量 (Ea),这是一个参数,其与水泥类型,水/水泥比率,温度和添加剂的变化使准确的强度预测变得复杂.
  • 确定适当的Ea值在具体科学中仍然是一个持续的挑战.

研究的目的:

  • 使用人工神经网络 (ANN) 分析开发一种新的强度-温度历史模型.
  • 为了研究水化热 (Q),激活能量 (Ea),温度 (T) 和时间 (t) 对混凝土强度预测的影响.
  • 评估ANN模型在估计相对压力强度发展中的准确性.

主要方法:

  • 开发一个具有四个输入参数的ANN模型:水化热 (Q),激活能量 (Ea),温度 (T) 和时间 (t).
  • 使用六种不同的水泥制成的迫击炮进行实验调查.
  • 在5至35°C的温度下固化标本,并在90天内监测强度的发展.

主要成果:

  • 该ANN分析方法在估计相对压力强度方面表现出足够的准确性.
  • 发现水热 (Q) 显著影响了早期的力量增长.
  • 激活能量 (Ea) 被确定为影响后期力量发展的关键因素.

结论:

  • 拟议的ANN模型提供了一种可靠的方法,可以根据固化过程中的温度变化来预测混凝土的强度.
  • 该模型有效地捕捉了固化条件和力量发展之间的复杂关系.
  • 这项研究为优化混凝土施工实践提供了宝贵的工具,可以通过准确预测强度增加来优化混凝土施工实践.