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相关概念视频

Unsymmetric Loading of Thin-Walled Members01:23

Unsymmetric Loading of Thin-Walled Members

466
Thin-walled members with non-symmetrical cross-sections are vital to engineering structures, offering material efficiency and structural integrity. However, unsymmetrical loading on these members leads to complex stress distributions, resulting in simultaneous bending and twisting can cause deformation or structural failure. The interaction between bending and twisting requires detailed analysis to ensure structural resilience.
The concept of the shear center is crucial in countering the...
466
Unsymmetric Loading of Thin-Walled Members: Problem Solving01:07

Unsymmetric Loading of Thin-Walled Members: Problem Solving

567
The shear center of a channel section with uniform thickness, height, and width, is determined by computing the shear force in the member and calculating the moments of inertia of the sections.
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
567
Design Consideration01:22

Design Consideration

618
Designing a structure involves a series of considerations, primarily the material's ultimate strength, calculated through tests that measure changes under increased force until the material reaches its breaking point or limit. The ultimate load, where the material breaks, is divided by its original cross-sectional area, resulting in the ultimate normal stress or strength. The ultimate shearing stress is another significant factor taken into account.
The factor of safety is another key...
618
Method of Superposition01:20

Method of Superposition

2.0K
The method of superposition is a crucial technique in structural engineering, used to analyze the effect of multiple loads on beams. This approach involves calculating the deflection and slope for each load on a beam separately, and then summing these effects to determine the overall impact. It is applicable only when the beam material remains within its elastic limit, ensuring that deformations are linearly elastic.
When applying the method of superposition, each type of load—whether...
2.0K
Design of Prismatic Beams for Bending01:23

Design of Prismatic Beams for Bending

660
The design of prismatic beams, structural elements with a uniform cross-section, focuses on ensuring safety and structural integrity under load. The design process begins by determining the allowable stress, either from material properties tables, or by dividing the material's ultimate strength by a safety factor. This safety factor is essential for accommodating uncertainties, and varies depending on the material—timber, steel, or concrete—with each having unique strength and...
660
Internal Loadings in Structural Members: Problem Solving01:28

Internal Loadings in Structural Members: Problem Solving

1.8K
When designing or analyzing a structural member, it is important to consider the internal loadings developed within the member. These internal loadings include normal force, shear force, and bending moment. Engineers can ensure that the structural member can support the applied external forces by calculating these internal loadings.
To illustrate this, let's consider a beam OC of 5 kN, inclined at an angle of 53.13° with the horizontal and supported at both ends. Determine the internal...
1.8K

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相关实验视频

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Design and Optimization Strategies of a High-Performance Vented Box
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Design and Optimization Strategies of a High-Performance Vented Box

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一种新的多厚度拓优化方法,用于平衡结构性能和可制造性.

Gabriel Stankiewicz1, Chaitanya Dev1, Paul Steinmann1

  • 1Institute of Applied Mechanics, Friedrich-Alexander-Universität Erlangen-Nürnberg, Egerlandstr. 5, 91058 Erlangen, Bavaria Germany.

Structural and multidisciplinary optimization : journal of the International Society for Structural and Multidisciplinary Optimization
|March 12, 2026
PubMed
概括

本研究介绍了一种多厚度拓优化方法. 它通过使用离散厚度平衡结构性能和可制造性,创建实用,高性能设计.

科学领域:

  • 机械工程 机械工程
  • 计算设计的计算设计.
  • 材料科学 材料科学 材料科学

背景情况:

  • 传统的2D拓优化面临着性能和可制造性之间的权衡.
  • 没有受到惩罚的方法可以产生复杂的,高性能的设计.
  • 受到惩罚的方法产生了更简单,性能较低的状结构.

研究的目的:

  • 开发一种拓优化方法,弥合结构性能和可制造性之间的差距.
  • 引导设计向预先定义的一组离散的,允许的厚度.
  • 为了生产适合添加剂和传统制造的设计.

主要方法:

  • 引入了基于密度的多厚度拓优化方法.
  • 采用了一种新的多层次惩罚方案和多层次光滑的Heaviside投影.
  • 采用了参数的延续策略和适应性网状精细化,以实现强大的融合.

主要成果:

  • 设计系统地从状结构转变为板状结构,其离散厚度水平不断增加.
  • 具有三个离散厚度的设计在2%的未处罚方法中实现了合规性.
  • 该方法本质上消除了不切实际的薄区域,提高了可制造性.
关键词:
多种厚度的多个厚度.拓优化优化拓的优化可变厚度的厚度可以变化.

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结论:

  • 提出的多厚度方法有效地平衡了结构性能和可制造性.
  • 设计非常适合用于增材制造和使用标准库存材料的传统制造.
  • 这种方法为创建高性能,可制造的优化结构提供了实际解决方案.