Portrait of Thiago Gomes against a technical interpretation of the Bag Sentável optimized skeleton.

Undergraduate researcher · Three-dimensional structural optimization

Thiago Gomes

How can a 3D structure become lighter without overstressing or buckling?

Thiago develops three-dimensional topology optimization models and applies them to inclusive product design through the Bag Sentável project.

  • FPTO
  • BESO
  • buckling
  • inclusive design
An optimized branching structural support, a dashed design envelope and a downward load arrow.
Conceptual illustration of three-dimensional structural optimization. It depicts the research system, not a computed result.

The physical problem

A structure that is stiff under one load can still fail through local stress concentration or global instability. Product constraints also require usable volumes and prescribed regions to remain intact.

What the work is building

His first model used BESO to find a load-bearing skeleton around the cargo cavity of a delivery bag. The current research moves toward floating-projection topology optimization with explicit stress and buckling constraints.

Why it matters

The project connects computational design with the physical burden carried by delivery workers, while advancing methods that produce safer and more manufacturable structures.

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Results and current work

Explore published studies, conference contributions and ongoing investigations.

Technical-linework interpretation of the Bag Sentável optimized skeleton.
Conceptual illustrationConceptual cover based on the visible idea and silhouette of the preliminary result.

Work in progress

A structural skeleton that preserves the cargo volume

The initial 3D optimization produced a connected load path between the seating surface and the supports while keeping the central cargo cavity free of structural material.

FAPESP project
View original evidence figure
Initial three-dimensional optimized skeleton for the Bag Sentável project.
Original BESO proof of concept. Stress, buckling and experimental validation remain future stages.

Funded project

From stiffness alone to stress- and buckling-aware design

The next stage will replace the proof-of-concept compliance model with FPTO formulations that can control stress and instability in the three-dimensional structure.

FAPESP project