A Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression

Aptly enabled by recent developments in additive manufacturing technology, the concept of functionally grading some cementitious composites to improve structural compression forms is warranted. In this work, existing concrete models available in Abaqus Finite Element (FE) packages are utilized to si...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Hanqiu Liu, King-James Idala Egbe, Haipeng Wang, Ali Matin Nazar, Pengcheng Jiao, Ronghua Zhu
Formato: article
Lenguaje:EN
Publicado: MDPI AG 2021
Materias:
T
Acceso en línea:https://doaj.org/article/3bc2a0bd8c474be8b1864cec752fa362
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:doaj.org-article:3bc2a0bd8c474be8b1864cec752fa362
record_format dspace
spelling oai:doaj.org-article:3bc2a0bd8c474be8b1864cec752fa3622021-11-25T18:14:28ZA Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression10.3390/ma142268821996-1944https://doaj.org/article/3bc2a0bd8c474be8b1864cec752fa3622021-11-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/22/6882https://doaj.org/toc/1996-1944Aptly enabled by recent developments in additive manufacturing technology, the concept of functionally grading some cementitious composites to improve structural compression forms is warranted. In this work, existing concrete models available in Abaqus Finite Element (FE) packages are utilized to simulate the performance of some cementitious composites numerically and apply them to functional grading using the multi-layer approach. If yielding good agreement with the experimental results, two-layer and three-layer models case combinations are developed to study the role of layer position and volume. The optimal and sub-optimal performance of the multi-layer concrete configurations based on compressive strength and sustained strains are assessed. The results of the models suggest that layer volume and position influence the performance of multi-layer concrete. It is observed that when there exists a substantial difference in material strengths between the concrete mixes that make up the various layers of a functionally graded structure, the influence of position and of material volume are significant in a two-layer configuration. In contrast, in a three-layer configuration, layer position is of minimal effect, and volume has a significant effect only if two of the three layers are made from the same material. Thus, a multilayered design approach to compression structures can significantly improve strength and strain performance. Finally, application scenarios on some structural compression forms are shown, and their future trajectory is discussed.Hanqiu LiuKing-James Idala EgbeHaipeng WangAli Matin NazarPengcheng JiaoRonghua ZhuMDPI AGarticlenumerical simulationscementitious composites3D printed concretecompression structural formsTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6882, p 6882 (2021)
institution DOAJ
collection DOAJ
language EN
topic numerical simulations
cementitious composites
3D printed concrete
compression structural forms
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle numerical simulations
cementitious composites
3D printed concrete
compression structural forms
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Hanqiu Liu
King-James Idala Egbe
Haipeng Wang
Ali Matin Nazar
Pengcheng Jiao
Ronghua Zhu
A Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression
description Aptly enabled by recent developments in additive manufacturing technology, the concept of functionally grading some cementitious composites to improve structural compression forms is warranted. In this work, existing concrete models available in Abaqus Finite Element (FE) packages are utilized to simulate the performance of some cementitious composites numerically and apply them to functional grading using the multi-layer approach. If yielding good agreement with the experimental results, two-layer and three-layer models case combinations are developed to study the role of layer position and volume. The optimal and sub-optimal performance of the multi-layer concrete configurations based on compressive strength and sustained strains are assessed. The results of the models suggest that layer volume and position influence the performance of multi-layer concrete. It is observed that when there exists a substantial difference in material strengths between the concrete mixes that make up the various layers of a functionally graded structure, the influence of position and of material volume are significant in a two-layer configuration. In contrast, in a three-layer configuration, layer position is of minimal effect, and volume has a significant effect only if two of the three layers are made from the same material. Thus, a multilayered design approach to compression structures can significantly improve strength and strain performance. Finally, application scenarios on some structural compression forms are shown, and their future trajectory is discussed.
format article
author Hanqiu Liu
King-James Idala Egbe
Haipeng Wang
Ali Matin Nazar
Pengcheng Jiao
Ronghua Zhu
author_facet Hanqiu Liu
King-James Idala Egbe
Haipeng Wang
Ali Matin Nazar
Pengcheng Jiao
Ronghua Zhu
author_sort Hanqiu Liu
title A Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression
title_short A Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression
title_full A Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression
title_fullStr A Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression
title_full_unstemmed A Numerical Study on 3D Printed Cementitious Composites Mixes Subjected to Axial Compression
title_sort numerical study on 3d printed cementitious composites mixes subjected to axial compression
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/3bc2a0bd8c474be8b1864cec752fa362
work_keys_str_mv AT hanqiuliu anumericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT kingjamesidalaegbe anumericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT haipengwang anumericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT alimatinnazar anumericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT pengchengjiao anumericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT ronghuazhu anumericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT hanqiuliu numericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT kingjamesidalaegbe numericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT haipengwang numericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT alimatinnazar numericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT pengchengjiao numericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
AT ronghuazhu numericalstudyon3dprintedcementitiouscompositesmixessubjectedtoaxialcompression
_version_ 1718411432016478208