周期结构的拓优化 受到自重负荷的周期结构的拓优化 使用启发式方法
1Faculty of Mechanical Engineering, Cracow University of Technology, 31-155 Cracow, Poland.
Materials (Basel, Switzerland)
|November 27, 2024
概括
这项研究优化了周期结构拓,使用细胞自动机来设计依赖的负载. 该方法确保了材料连接,并避免了常见的拓优化问题,如检查板.
科学领域:
- 结构力学 结构力学
- 计算工程 计算工程 计算工程
- 材料科学 材料科学 材料科学
背景情况:
- 周期结构的最佳设计具有挑战性,特别是设计依赖的负载.
- 现有的方法往往难以维持周期性模式和连接性.
- 该领域缺乏在这些条件下对周期结构的拓优化进行全面研究.
研究的目的:
- 为周期结构拓提出新的数值优化结果.
- 解决关于周期结构中设计依赖负载的研究缺口.
- 展示一种结合拓优化与周期约束的原始方法.
主要方法:
- 拓优化公式,最大限度地减少受体积约束的合规性.
- 蜂自动机的应用用于设计领域内的材料再分配.
- 在2D和3D示例上进行数值测试,使用各种周期性方案.
主要成果:
- 实现了优化的周期结构,没有棋盘效应或剩余的灰色元素.
- 证明了蜂自动机对于这个特定的优化问题的有效性.
- 确保定期子域之间固有的连接,没有额外的约束.
结论:
- 提出的基于蜂自动机的拓优化对周期结构有效.
- 该方法成功地处理设计依赖的负载,并保持周期性.
- 这种方法为设计复杂的周期性材料和结构提供了强大的解决方案.
相关概念视频
Unsymmetric Loading of Thin-Walled Members
101
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...
The concept of the shear center is crucial in countering the...
101
Unsymmetric Loading of Thin-Walled Members: Problem Solving
93
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...
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...
93
Internal Loadings in Structural Members: Problem Solving
1.2K
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...
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...
1.2K
Beams with Unsymmetric Loadings
112
Analyzing a supported beam under unsymmetrical loadings is essential in structural engineering to understand how beams respond to varied force distributions. This analysis involves calculating the deflection and identifying points where the slope of the beam is zero, which are crucial for ensuring structural stability and functionality.
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
112
Load along a Single Axis
283
In structural engineering, the analysis of beams subjected to varying loads is a critical aspect of understanding the behavior and performance of these structural elements. A common scenario involves a beam subjected to a combination of different load distributions.
Consider a beam of length L subjected to a varying load, which is a combination of parabolic and trapezoidal load distribution along the x-axis. In this case, it is essential to determine the resultant loads, their locations, and...
Consider a beam of length L subjected to a varying load, which is a combination of parabolic and trapezoidal load distribution along the x-axis. In this case, it is essential to determine the resultant loads, their locations, and...
283
Eccentric Axial Loading in a Plane of Symmetry
164
Eccentric axial loading occurs when an axial load is applied away from the centroidal axis of a structural member. This scenario is common in engineering, where structural elements may not be directly aligned due to various design or functional requirements.
164


