Evidence map›Paper›PMID 35591329›Full record

ArticleMaterials (Basel, Switzerland)2022

Evaluation of the Equivalent Mechanical Properties of Lattice Structures Based on the Finite Element Method.

Huanxiong Xia, Junfeng Meng, Jianhua Liu, Xiaohui Ao, Shengxiang Lin, Ye Yang

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

3 citing papers in PubMed.

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4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors.

Huanxiong XiaSchool of Mechanical Engineering, Beijing Institute of Technology, Beijing 100081, China.ORCID 0000-0001-7106-0658
Junfeng MengSchool of Mechanical Engineering, Beijing Institute of Technology, Beijing 100081, China.ORCID 0000-0002-0009-0021
Jianhua LiuSchool of Mechanical Engineering, Beijing Institute of Technology, Beijing 100081, China.
Xiaohui AoSchool of Mechanical Engineering, Beijing Institute of Technology, Beijing 100081, China.
Shengxiang LinSchool of Mechanical Engineering, Beijing Institute of Technology, Beijing 100081, China.
Ye YangSchool of Mechanical and Material Engineering, North China University of Technology, Beijing 100144, China.

Funding

National Natural Science Foundation of China 51905038National Natural Science Foundation of China 51935003National Natural Science Foundation of China 52005010National Natural Science Foundation of China 52105504
6 · The paper itself

Abstract

Lattice structures have excellent mechanical properties and can be designed by changing the cellular structure. However, the computing scale is extremely large to directly analyze a large-size structure containing a huge number of lattice cells. Evaluating the equivalent mechanical properties instead of the complex geometry of such lattice cells is a feasible way to deal with this problem. This paper aims to propose a series of formulas, including critical structural and material parameters, to fast evaluate the equivalent mechanical properties of lattice structures. A reduced-order model based on the finite element method and beam theory was developed and verified by comparing it with the corresponding full model. This model was then applied to evaluate the equivalent mechanical properties of 25 types of lattice cells. The effects of the material Young's modulus and Poisson's ratio, strut diameter, cell size, and cell number on those equivalent mechanical properties were investigated and discussed, and the linear relationship with the material parameters and the non-linear relationship with the structural parameters were found. Finally, a series of analytical-fitting formulas involving the structural and material parameters were obtained, which allows us to fast predict the equivalent mechanical properties of the lattice cells.

Indexed as

equivalent mechanical propertieslattice structurePoisson’s ratioreduced-order modelshear modulusYoung’s modulus

Identifiers

PMID35591329
PMCPMC9104921

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