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Related Concept Videos

Bending of Members Made of Several Materials01:08

Bending of Members Made of Several Materials

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In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
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Generalized Hooke's Law01:22

Generalized Hooke's Law

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The generalized Hooke's Law is a broadened version of Hooke's Law, which extends to all types of stress and in every direction. Consider an isotropic material shaped into a cube subjected to multiaxial loading. In this scenario, normal stresses are exerted along the three coordinate axes. As a result of these stresses, the cubic shape deforms into a rectangular parallelepiped. Despite this deformation, the new shape maintains equal sides, and there is a normal strain in the direction of the...
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Unsymmetric Loading of Thin-Walled Members: Problem Solving01:07

Unsymmetric Loading of Thin-Walled Members: Problem Solving

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The shear center of a channel section with uniform thickness, height, and width, is determined by computing the shear force in the member and calculating the moments of inertia of the sections.
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
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Plastic Deformations of Members with a Single Plane of Symmetry01:21

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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...
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Method of Sections: Problem Solving I01:27

Method of Sections: Problem Solving I

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Consider a symmetrical roof truss structure, composed of vertical, diagonal, and horizontal members. The length of each horizontal member is 4 m. The lengths of the vertical members FB and HD are 4 m, while the length of member GC is 6 m. The loads acting at joints F, G, and H are 2 kN, while those at joints A and E are 1 kN.
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Load along a Single Axis01:29

Load along a Single Axis

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In structural engineering, the analysis of beams subjected to varying loads is a critical aspect of understanding the behavior and performance of these structural elements. A common scenario involves a beam subjected to a combination of different load distributions.
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Fast parametric analysis of trimmed multi-patch isogeometric Kirchhoff-Love shells using a local reduced basis

Margarita Chasapi1, Pablo Antolin1, Annalisa Buffa1,2

  • 1Institute of Mathematics, École Polytechnique Fédérale de Lausanne, Lausanne, Switzerland.

Engineering with Computers
|December 6, 2024
PubMed
Summary

This study introduces a new model order reduction framework for efficient real-time simulations of Kirchhoff-Love shells. The method significantly cuts computational costs for parametric shape optimization problems.

Keywords:
Isogeometric analysisKirchhoff-Love shellsMulti-patchParametric shape optimizationReduced basis methodTrimming

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Area of Science:

  • Computational mechanics
  • Numerical analysis
  • Geometric modeling

Background:

  • Performing multiple simulations for design and shape optimization is computationally intensive.
  • Isogeometric Kirchhoff-Love shells with trimmed, multi-patch domains present challenges due to geometry-dependent, non-affine operators.
  • Parameter variations can lead to highly divergent solutions in trimmed domains.

Purpose of the Study:

  • To develop an efficient model order reduction (MOR) framework for real-time solutions of trimmed, multi-patch isogeometric Kirchhoff-Love shells.
  • To address the computational expense of numerous simulations in parametric studies and shape optimization.
  • To enable accurate and fast analysis of complex geometries under varying parameters.

Main Methods:

  • Employing a local reduced basis method combined with clustering techniques.
  • Utilizing the Discrete Empirical Interpolation Method (DEIM) for affine approximation.
  • Applying the reduction strategy to parametric shape optimization problems.
  • Testing the framework on trimmed, multi-patch meshes, including complex geometries.

Main Results:

  • The proposed framework achieves significant reduction in online computational cost compared to standard reduced basis methods.
  • The approach demonstrates accuracy in solving parameterized Kirchhoff-Love shells.
  • Efficient handling of geometry-dependent operators and non-affine parameter dependencies is achieved.

Conclusions:

  • The developed MOR framework offers an accurate and computationally efficient solution for real-time analysis of trimmed, multi-patch isogeometric Kirchhoff-Love shells.
  • This method is particularly beneficial for parametric shape optimization, enabling faster design iterations.
  • The framework effectively manages complex geometries and parameter variations, outperforming traditional methods.