# Truss structure optimization of heavy-duty escalators via finite element analysis

**Authors:** Zimin Tang, Ning Li, Xuan Zhao, Suixian Lin, Zheng Yin, Mingming Yan

PMC · DOI: 10.1371/journal.pone.0323339 · PLOS One · 2025-05-14

## TL;DR

This paper optimizes the truss structure of heavy-duty escalators to reduce weight and cost while maintaining performance.

## Contribution

A novel approach to redesign truss structures using finite element analysis to balance mechanical performance and economy.

## Key findings

- Finite element analysis identified key factors affecting truss deflection and weight.
- Optimized truss designs reduced deflection and weight while maintaining structural integrity.
- Economic analysis of chords led to effective strengthening and weakening strategies.

## Abstract

To adapt to the characteristics of high load and long-term operation of heavy-duty escalators, traditional trusses often adopt redundant structural designs to meet higher safety and reliability requirements, resulting in increased self-weight and higher manufacturing costs. Therefore, achieving the redesign of truss structures without compromising mechanical performance is necessary. In this work, static analysis of the heavy-duty escalator truss was conducted using Abaqus finite element simulation software. The influencing factors of truss deflection and weight were analyzed, as well as the effect of truss structure composition, distribution, and dimensions on truss performance, in order to obtain an optimized truss structure with the best mechanical performance. Subsequently, a three-dimensional model of the truss was established and modified based on the actual truss structure. The correctness of the model was verified through experimental results of an actual heavy-duty escalator truss project. Utilizing this model, the goal of reducing deflection and weight under the most economical conditions was pursued, and an economic analysis of the chords was conducted to propose the strengthening and weakening strategies. This work can serve as a guide for the design of heavy-duty escalator truss structures, helping to enhance the rationality and reliability of truss structures, reduce development costs, and improve economic benefits.

## Full-text entities

- **Genes:** TRPC4AP (transient receptor potential cation channel subfamily C member 4 associated protein) [NCBI Gene 26133] {aka C20orf188, PPP1R158, TRRP4AP, TRUSS}
- **Diseases:** fatigue (MESH:D005221)
- **Chemicals:** Q235 steel (-), metal (MESH:D008670)
- **Cell lines:** JG2-1 — Rattus norvegicus (Rat), Transformed cell line (CVCL_T960)

## Full text

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## Figures

36 figures with captions in the complete paper: https://tomesphere.com/paper/PMC12077769/full.md

## References

21 references — full list in the complete paper: https://tomesphere.com/paper/PMC12077769/full.md

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Source: https://tomesphere.com/paper/PMC12077769