Isogeometric Analysis for Plate Frame Ultimate Strength

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Solution Overview

Problem

Conventional finite element methods (FEM) face challenges in accurately analyzing the ultimate strength of complex hull structures due to geometric modeling and meshing complexities, which hinder the intuitive understanding and deep analysis of mechanical characteristics and failure mechanisms.

Innovation Solution

The method employs isogeometric analysis (IGA) to construct a plate frame structure model using higher-order spline basis functions, allowing for direct geometric modeling and analysis without meshing, and incorporates nonlinear analysis techniques, such as the Newton-Raphson iteration method, to solve the ultimate strength of hull structures.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional FEM is used for hull structure analysis, then the analysis can be performed with standard tools, but the geometric modeling and meshing complexity increases significantly

Engineering Contradiction:
Improveanalysis accuracyVSAvoidmodeling and meshing complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The patent merges CAD geometric modeling and CAE finite element analysis into a unified isogeometric analysis framework. By using NURBS basis functions for both geometric representation and discretization, the separate processes of creating geometric models and generating finite element meshes are combined into a single integrated process, eliminating the need for manual meshing and geometric defect repair.

Inventive Principle:
Principle #5Merging (Combining)

Solution Approach 2:

The patent applies NURBS basis functions universally for multiple purposes: representing complex hull geometries, defining element shapes, and performing numerical analysis. This multi-functional approach allows the same mathematical framework to handle both geometric modeling and structural analysis, reducing the complexity associated with transitioning between different modeling and analysis systems.

Inventive Principle:
Principle #6Universality (Multi-functionality)

2Ease of manufacture

If conventional FEM with manual meshing is used, then the geometric model can be created in CAD system, but the preprocessing complexity and time consumption increases

Engineering Contradiction:
Improvemodeling easeVSAvoidpreprocessing time
Core Design Contradiction:
Ease of manufactureVSLoss of time

Solution Approach 1:

The patent performs preliminary action by using NURBS basis functions to define both the geometric model and the analysis discretization simultaneously. The geometric modeling process inherently creates the analytical mesh, eliminating the need for separate meshing operations and reducing preprocessing time significantly.

Inventive Principle:
Principle #10Preliminary action

3Measurement precision

If IGA is used for nonlinear ultimate strength analysis, then the geometric accuracy is improved, but the solution complexity and computational difficulty increases

Engineering Contradiction:
Improvegeometric accuracyVSAvoidsolution complexity
Core Design Contradiction:
Measurement precisionVSDevice complexity

Solution Approach 1:

The patent applies local quality by using high-order NURBS basis functions specifically in regions where geometric accuracy is critical, such as stress concentration areas and complex hull forms. This allows the method to maintain high geometric fidelity where needed while managing computational complexity through localized application of sophisticated mathematical tools.

Inventive Principle:
Principle #3Local quality

Data Source

PatentUS12216968B2Method for implementing ultimate strength analysis of plate frame structure based on isogeometric analysis
Publication Date: 2025.02.04 SHANGHAI JIAOTONG UNIV
  • US12216968B2 patent drawing
  • US12216968B2 patent drawing
  • US12216968B2 patent drawing

AI summary

Ship structural ultimate bearing analysis and design research is involved. A method for implementing ultimate strength analysis of plate frame structure based on isogeometric analysis includes the following steps: according to the plate frame structure, constructing an IGA model, wherein the IGA model comprises several plane shell elements; carrying out a coordinate transformation on the plane shell elements; carrying out a weak coupling on boundaries of transformed plane shell elements by Nitsche method and carrying out a mesh refinement; setting material properties, loads and boundary conditions of refined plane shell elements, and constructing a nonlinear equation according to setting results; and solving the nonlinear equation by Newton-Raphson iteration method, and carrying out a simulation analysis by NX software to obtain an ultimate strength of the plate frame structure.