Method for topological optimization design of cantilever beam structure based on shape-preserved constraints

A topology optimization and design method technology, applied in computing, special data processing applications, instruments, etc., can solve problems such as poor precision, and achieve the effects of suppressing self-deformation, warping deformation suppression, and structural shape assurance

Inactive Publication Date: 2015-07-08
NORTHWESTERN POLYTECHNICAL UNIV
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Problems solved by technology

[0004] In order to overcome the deficiency of poor accuracy of existing cantilever beam structure topology optimization design methods, the present invention provides a cantilever beam structure topology optimization design method based on conformal constraints

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  • Method for topological optimization design of cantilever beam structure based on shape-preserved constraints
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  • Method for topological optimization design of cantilever beam structure based on shape-preserved constraints

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Embodiment Construction

[0022] Reference Figure 1-6 . The specific steps of the cantilever beam structure topology optimization design method based on the conformal constraint of the present invention are as follows:

[0023] (a) Establish a cantilever beam topology optimization model. The cantilever beam structure 1 has a length of 100mm and a height of 70mm; the center is a rectangular conformal area 2 with a rectangular length of 20mm and a width of 20mm. The thickness is 10mm. A concentrated load 3 is applied to the lower right corner of the cantilever beam structure 1, the size is F=100N, and the direction is vertical downward; the left end is the fixed boundary 4.

[0024] (b) Define the cantilever beam structure 1 as the design domain of topology optimization Ω d , The Young's modulus of the design domain material is 100GP; define conformal area 2 as the non-design domain, and the Young's modulus of the non-design domain material is 10GPa. The Poisson's ratio is μ = 0.3. Design domain Ω d Disc...

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Abstract

The invention discloses a method for topological optimization design of a cantilever beam structure based on shape-preserved constraints and aims at solves the technical problem of poor precision in the present method for topological optimization design of a cantilever beam structure. The technical scheme comprises the steps: adopting a structural strain energy physics function and quantizing buckling deformation in a local area of the cantilever beam structure; utilizing a quantized strain energy numeric value as a constraint during optimization, giving an upper bound of the constraint and solving the flexibility of the strain energy constraint function in an accompanying method; meanwhile, introducing a constraint of material quantity, utilizing the whole rigidness of the cantilever beam structure as a target function, performing topological optimization, thereby obtaining a design result. By adopting the method, the deformation of the cantilever beam structure is effectively inhibited after the local area is stressed with load; meanwhile, the displacement form of the rigid body in the area is maintained and the shape-preserved design effect is realized. The optimization design result shows that the deformation capacity of the local area of the cantilever beam structure with the shape-preserved constraints is reduced to be 0.2% of the background art when the usage quantity of the same material is 40%.

Description

Technical field [0001] The invention relates to a cantilever beam structure topology optimization design method, in particular to a cantilever beam structure topology optimization design method based on conformal constraints. Background technique [0002] The document "Evolutionary topology optimization of continuum structures with a global displacement control, Computer-Aided Design, 2014, Vol56, p58-67" discloses a structural topology optimization design method based on the global maximum displacement constraint. This method is aimed at the cantilever beam structure, by constraining the maximum displacement value of the structure under the action of distributed load and the amount of material, the maximum displacement of the structure is less than a given value and the design meets certain rigidity requirements. [0003] The method described in the literature only constrains the maximum displacement point of the structure to be less than a given value to achieve control of the sh...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
Inventor 李昱朱继宏张卫红王林
Owner NORTHWESTERN POLYTECHNICAL UNIV
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