Method for optimizing that distribution of reinforcing rib of thin plate structure

A distributed optimization, thin-plate structure technology, applied in design optimization/simulation, instrumentation, geometric CAD, etc., can solve problems such as failure of analytical mathematical tools, difficulty in solving, etc., to achieve the effect of high modularity, simple modification, and wide applicability

Active Publication Date: 2019-02-15
YANSHAN UNIV
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Problems solved by technology

However, most of these methods come from continuous variable topology optimization, and it is difficult to solve optimization problems with constraints such as stress and displacement.
In the optimization design of engineering structures, in order to make the

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  • Method for optimizing that distribution of reinforcing rib of thin plate structure
  • Method for optimizing that distribution of reinforcing rib of thin plate structure
  • Method for optimizing that distribution of reinforcing rib of thin plate structure

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[0089] Hereinafter, exemplary embodiments, features, and aspects of the present invention will be described in detail with reference to the drawings. The same reference signs in the drawings indicate elements with the same or similar functions. Although various aspects of the embodiments are shown in the drawings, unless otherwise noted, the drawings are not necessarily drawn to scale.

[0090] Specifically, the present invention provides a method for optimizing the distribution of stiffeners in a thin plate structure, such as figure 1 As shown, it includes the following steps:

[0091] Step 1: Define the maturity of the design variable unit as a factor of the height of the stiffener, and disperse the design variables equidistantly:

[0092] Since the thin plate structure mainly bears normal loads on the surface, taking the rectangular cross-section stiffener as an example, the knowledge of material mechanics shows that the height of the stiffener has a greater influence on the bend...

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Abstract

The invention provides a method for optimizing that distribution of reinforcing rib of thin plate structure which includes such steps as defining the maturity of design variable element as height factor of reinforcing rib, and dispersing the design variable by equal distance, optimizing the distribution of reinforcing rib, optimizing the distribution of reinforcing rib, optimizing the distributionof reinforcing rib, and optimizing the distribution of reinforcing rib. S2, based on the Von mises yield criterion, establishing the local stress constraint condition, establishing the global displacement constraint condition based on the unified constraint function, and establishing the two-level optimization model of the algorithm based on the idea of hierarchical solution. S3, establishing a finite element plate-beam discrete model with stiffeners in the shape of meter, and initializing the design variables of each stiffened element as the initial structure of optimization; S4, taking one-dimensional search method to solve the first stage, and taking relative difference quotient method to solve the second stage on the basis of the first stage optimization result, which is the distribution result of the optimized reinforcing ribs. The method can be used to solve the local stress constraint and the global displacement constraint in different levels, and the section size and the distribution position of the stiffener can be optimized. Finally, the optimal distribution shape of the stiffener can be obtained.

Description

technical field [0001] The invention relates to a method for optimizing the distribution of stiffeners in a thin plate structure. Background technique [0002] The thin plate structure is different from the thick plate and film structure, and refers to a type of structural form in which the ratio of the characteristic size of the plate surface to the plate thickness is between 5 and 100. Thin-plate structures are widely used in fields such as aviation, aerospace, automobiles, and ships that require high structural lightweight, but they have disadvantages such as low structural strength and easy deformation. In general, the performance of the structure can be greatly improved by arranging stiffeners on the slab, while increasing the weight of the structure relatively little. However, the common rib design forms are mostly vertical and horizontal layouts with equal height and equal spacing, such as "two" shape, "well" shape, "m" shape, etc. Such a design is too conservative....

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Application Information

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IPC IPC(8): G06F17/50
CPCG06F2111/04G06F30/17G06F2113/24G06F30/23
Inventor 李永欣杨权威刘硕吴凤和
Owner YANSHAN UNIV
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