吊桥的多目标优化通过合建模和双人群多目标粒子群集优化
Peiling Yang1, Jianhua Deng2, Anli Wang3
1College of Civil Engineering, Guizhou University, Guiyang, 550025, Guizhou, China.
Scientific reports
|July 2, 2025
概括
这项研究引入了一种新的两截-抛物线 (BP) 方法,以优化悬架桥主电缆的成型. 新的双人群粒子群优化算法 (DPMOPSO) 提高了桥梁设计的效率和安全性.
科学领域:
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
- 优化算法 优化算法
背景情况:
- 传统的悬架桥主电缆成形方法在优化过程中缺乏自动化形状检测.
- 有限元 (FE) 建模效率是复杂结构优化的挑战.
研究的目的:
- 开发吊桥主线缆的自动形状检测方法.
- 提高吊桥多目标优化的效率和有效性.
- 降低材料成本,提高桥梁设计中的安全因素.
主要方法:
- 两截-抛物线 (BP) 方法与有限元 (FE) 建模的整合.
- 使用布局和维度参数开发一个多目标优化模型.
- 拉索函数用于弹性净回归分析的应用.
- 关于双种群共进化的多目标粒子群优化算法 (DPMOPSO) 的建议,包括NSGA-II和MOPSO.
主要成果:
- 拟议的BP方法在优化过程中提高了FE建模效率.
- 在DPMOPSO算法有效地逃脱了局部最佳.
- 该研究表明,吊桥设计的多目标优化性能得到了改进.
结论:
- 两截-抛物线方法为悬架桥主电缆成形提供了一种高效的方法.
- DPMOPSO算法为复杂的多目标结构优化问题提供了强大的解决方案.
- 这项研究有助于更具成本效益和更安全的吊桥设计.
相关概念视频
Beams with Unsymmetric Loadings
168
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...
168
Method of Superposition
1.2K
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...
When applying the method of superposition, each type of load—whether...
1.2K
Beams with Symmetric Loadings
246
The moment-area method is an analytical tool used in structural engineering to determine the slope and deflection of beams under various loads. Consider a cantilever with a concentrated load and moment at the free end. The first step is constructing a free-body diagram to calculate the reactions at the fixed end. Next, the bending moment diagram is plotted to visualize how the bending moment varies along the beam's length, focusing on points where the bending moment equals zero.
The M/EI...
The M/EI...
246
Internal Loadings in Structural Members: Problem Solving
1.4K
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...
1.4K
Distributed Loads: Problem Solving
743
Beams are structural elements commonly employed in engineering applications requiring different load-carrying capacities. The first step in analyzing a beam under a distributed load is to simplify the problem by dividing the load into smaller regions, which allows one to consider each region separately and calculate the magnitude of the equivalent resultant load acting on each portion of the beam. The magnitude of the equivalent resultant load for each region can be determined by calculating...
743
Stresses under Combined Loadings
234
When analyzing a bent tube with a circular cross-section subjected to multiple forces, it is crucial to determine the stress distribution in order to maintain structural integrity under varied load conditions.
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
234


