introduction to evolutionary structural ... · introduction to evolutionary structural...
TRANSCRIPT
Introduction to Evolutionary Structural OptimizationStructural Optimization
(ESO)Professor Mike Xie
Head of Civil Engineering Discipline
RMIT Universityy
12 August 200912 August 2009
Introduction
• The Evolutionary Structural Optimization (ESO) method is based on the concept of gradually removing unnecessary or inefficientgradually removing unnecessary or inefficient material from a structure to achieve an optimal design.
• The ESO method is simple to understand and easy to implement and link with existing finiteeasy to implement and link with existing finite element analysis software packages (e.g. Nastran, Abaqus, Strand6/7, Ansys).
An example(An apple hanging on a tree?)(An apple hanging on a tree?)
Gravity
An object hanging in the air The finite element meshAn object hanging in the airunder gravity loading
The finite element mesh
Stress distribution of a “square apple”Stress distribution of a square apple
Evolution of the object
Comparison of stress distributionsComparison of stress distributions
movie
General applicability of the methodGe e a app cab ty o t e et od
The ESO method has been successfullyThe ESO method has been successfully applied to a wide range of engineering optimization problems, including p p , g- minimizing stress, displacement;- maximizing stiffness;maximizing stiffness; - maximizing frequency, buckling load;
minimizing temperature in heat transfer;- minimizing temperature in heat transfer;- minimizing contact stresses, etc.
The scope of this presentationThe scope of this presentation
• ESO for tension-only or compression-only structurescompression only structures
• Bi directional ESO• Bi-directional ESO
• Examples of possible applications
Stresses at a pointStresses at a point
yσy τyz
τxz
τyx
xσx
xz
τzx x
σz
τxy
τzy
zx
z
Design CriteriaDesign Criteriagg
Criterion Element stress eCriterion Element stress von Mises stress
VM
Tension 1
Tension 211
332211 Tension 2
Compression 1
C i 233
332211
Compression 2 332211
ESO will remove elements with the lowest e
Design for tension-only structureDesign for tension only structure
• Elements with the highest compressive stresses will be deleted from the structurestresses will be deleted from the structure first.
• Then the less tensile elements will be deleted as well.
Design for compression-only structureDesign for compression-only structure
• Elements with the highest tensile stresses will be deleted from the structure firstwill be deleted from the structure first.
• Then the less compressive elements will be deleted.
An example of tension-only structure: Catenarystructure: Catenary
G
Movie of the evolution history of the above structure using Tension Criterion 2
A 3D tensile example3 te s e e a p eT
Movie of evolution history of the above structure using Tension Criterion 2
Example of compression-only structure (using Compression Criterion 1)structure (using Compression Criterion 1)
Sagrada Familia Church FaSagrada Familia Church FaççadeadeSagrada Familia Church FaSagrada Familia Church Faççade ade Barcelona, SpainBarcelona, Spain
Movie
3D print-out of the optimized structureof the optimized structure
Wax prototype of the Passion Façade colonnade
ESO for structures with nonlinear materialsESO for structures with nonlinear materials
(a)Elastic-perfectly-plastic material model(b)Bili t i l d l(b)Bilinear material model(c) Power-law material model
(a) (b) (c)
Example: A three-dimensional blockExample: A three dimensional block
Power-law material model σ = ε0.2
Strain energy criterion
Optimal Topologies (Vf=21.4%)Optimal Topologies (Vf 21.4%)
Linear design Nonlinear design
Movie Movie
Force vs. deformation relationships of different designsof different designs
Bi-directional ESO (BESO)(BESO)
A 3D beam with a solid deck at the topA 3D beam with a solid deck at the top
Initial design for the above structure
Movie
A stool?
A bridge-type structureg yp
A 3D beam with a solid deck at the top and a gap in the middleA 3D beam with a solid deck at the top and a gap in the middle
Initial design for the above structure
An optimal bridge-type structurep g yp
Movie
Space undergroundSpace u de g ou d
Initial designg
Movie
Final designg
Load transfer structurefor multi-storey atriumfor multi-storey atrium
movie
Cellular matrix roofCase 1: flat four bottom sides supportedCase 1: flat, four bottom sides supported
movie
Cellular matrix roofC 2 d f t dCase 2: curved, four corners supported