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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.
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Thin-walled members with non-symmetrical cross-sections are vital to engineering structures, offering material efficiency and structural integrity. However, unsymmetrical loading on these members leads to complex stress distributions, resulting in simultaneous bending and twisting can cause deformation or structural failure. The interaction between bending and twisting requires detailed analysis to ensure structural resilience.
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When designing or analyzing a structural member, it is important to consider the internal loadings developed within the member. These internal loadings include normal force, shear force, and bending moment. Engineers can ensure that the structural member can support the applied external forces by calculating these internal loadings.
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A cantilever beam with a rectangular cross-section under distributed and point loads experiences shearing stresses. The analysis begins by identifying the loads acting on the beam. Then, the reactions at the beam's fixed end are calculated using equilibrium equations. The vertical reaction is a combination of the distributed and point loads, while the moment reaction is the sum of their moments. The shear force distribution along the beam, resulting from these loads, is established by...
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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.
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This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
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Updated: Sep 19, 2025

Fabrication and Design of Wood-Based High-Performance Composites
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Mixed-integer, multi-objective layerwise optimization of variable-stiffness composites with gaps and overlaps.

D Zamani1, A Racionero Sánchez-Majano1,2, A Pagani1

  • 1MUL 2 Lab, Department of Mechanical and Aerospace Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Turin, Italy.

Structural and Multidisciplinary Optimization : Journal of the International Society for Structural and Multidisciplinary Optimization
|June 17, 2025
PubMed
Summary
This summary is machine-generated.

This study introduces a mixed-integer strategy for optimizing variable-angle tow (VAT) composites, minimizing weight while meeting performance requirements and accounting for manufacturing defects in automated fiber placement (AFP). The method ensures structural integrity and reduces weight in aerospace applications.

Keywords:
Structural optimization.Unified formulationVariable stiffness compositesVariable-angle tow

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Area of Science:

  • Composite Materials Science
  • Aerospace Engineering
  • Structural Optimization

Background:

  • Automated fiber placement (AFP) enables variable-angle tow (VAT) composites for enhanced mechanical performance and weight reduction in aerospace.
  • Manufacturing defects like gaps and overlaps in VAT laminates present challenges for mass and structural optimization.
  • Optimizing VAT structures involves complex discrete (number of layers) and continuous (fiber path) design variables.

Purpose of the Study:

  • To develop a mixed-integer strategy for optimizing VAT laminate designs produced by AFP.
  • To minimize the weight of VAT laminates while satisfying natural frequency and buckling load constraints.
  • To incorporate the impact of manufacturing defects and the AFP process signature into the optimization.

Main Methods:

  • Combines the Carrera unified formulation (CUF) for laminate modeling with the defect layer method (DLM) to account for fabrication defects.
  • Employs a mixed-integer strategy to handle discrete and continuous design variables.
  • Integrates the manufacturing signature of the AFP process into the optimization framework.

Main Results:

  • Determines the minimum number of layers required for VAT laminates to meet frequency and buckling constraints, considering manufacturing defects.
  • Identifies optimal fiber path parameters that minimize laminate weight.
  • Evaluates the influence of different structural theories on the resulting optimal designs.

Conclusions:

  • The proposed mixed-integer strategy effectively optimizes VAT laminate designs for weight and structural performance.
  • Accounting for AFP manufacturing defects is crucial for accurate structural optimization of VAT composites.
  • This approach facilitates the development of lighter and more efficient aerospace structures.