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相关概念视频

Statically Indeterminate Problem Solving01:16

Statically Indeterminate Problem Solving

377
Statically indeterminate problems are those where statics alone can not determine the internal forces or reactions. Consider a structure comprising two cylindrical rods made of steel and brass. These rods are joined at point B and restrained by rigid supports at points A and C. Now, the reactions at points A and C and the deflection at point B are to be determined. This rod structure is classified as statically indeterminate as the structure has more supports than are necessary for maintaining...
377
Design Consideration01:22

Design Consideration

186
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...
186
Singularity Functions for Bending Moment01:18

Singularity Functions for Bending Moment

220
Singularity functions simplify the representation of bending moments in beams subjected to discontinuous loading, allowing the use of a single mathematical expression. For a supported beam AB, with uniform loading from its midpoint M to the right side end B, the approach involves conceptual 'cuts' at specific points to determine the bending moment in each segment. By cutting the beam at a point between A and M, the bending moment for the segment before reaching midpoint M is represented...
220
Plastic Deformations of Members with a Single Plane of Symmetry01:21

Plastic Deformations of Members with a Single Plane of Symmetry

87
When a structural member undergoes plastic deformation due to bending, it is crucial to understand the position of the neutral axis and the stress distribution. This member, characterized by a single plane of symmetry, exhibits a uniform stress distribution, with negative stress above the neutral axis and positive stress below. Notably, the neutral axis does not align with the centroid of the cross-section. This misalignment is typical in cases where the cross-section is not rectangular or...
87
Mechanistic Models: Compartment Models in Algorithms for Numerical Problem Solving01:29

Mechanistic Models: Compartment Models in Algorithms for Numerical Problem Solving

52
Mechanistic models play a crucial role in algorithms for numerical problem-solving, particularly in nonlinear mixed effects modeling (NMEM). These models aim to minimize specific objective functions by evaluating various parameter estimates, leading to the development of systematic algorithms. In some cases, linearization techniques approximate the model using linear equations.
In individual population analyses, different algorithms are employed, such as Cauchy's method, which uses a...
52
Unsymmetric Bending01:18

Unsymmetric Bending

330
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
330

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一种基于降低参数的决策方法,使用间隔估值的中性学软集来选择生物薄墙结构.

Honghao Zhang1,2, Lingyu Wang1, Danqi Wang3

  • 1Key Laboratory of High Efficiency and Clean Mechanical Manufacture (Ministry of Education), School of Mechanical Engineering, Shandong University, Jinan 250061, China.

Biomimetics (Basel, Switzerland)
|April 26, 2024
PubMed
概括

简化了为安全应用选择最佳的生物灵感薄壁结构. 这项研究引入了一种新的方法,使用区间值的中性质软集 (IVNS-SOFT) 来有效地权衡标准并选择最佳结构.

关键词:
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科学领域:

  • 工程 工程师 工程师 工程师
  • 材料科学 材料科学 材料科学
  • 生物模拟学是一种生物模拟学.

背景情况:

  • 生物灵感薄壁结构为运输和航空航天安全提供了卓越的机械性能.
  • 根据多种属性和工程偏好选择最佳结构是具有挑战性的.

研究的目的:

  • 开发一种强大的方法来选择生物灵感薄壁结构.
  • 解决主观评价的局限性和决策中的冗余参数.

主要方法:

  • 提出了一个基于参数减少的无差值值的属性比率分析方法,在一个区间值的中性学软集 (IVNS-SOFT) 下.
  • 开发了一种基于IVNS-SOFT的多属性边界近似区域比较 (MABAC) 方法,用于最佳的替代选择.
  • 量化不确定性和处理不一致的专家信息.

主要成果:

  • 拟议的IVNS-SOFT方法有效地确定了评估指标的权重向量.
  • 该IVNS-SOFT-MABAC方法成功地确定了最佳的生物灵感薄壁结构.
  • 通过应用案例研究证明了该方法的有效性和实用性.

结论:

  • 开发的方法为选择生物灵感薄壁结构提供了有效的工具.
  • 该方法通过管理不确定性和改进属性加权来加强决策.