Experimental and numerical analysis of 3D printed cement mortar specimens using inkjet 3DP
Investigations involving the experimental and numerical analysis of inkjet (powder-based) 3DP are relatively limited for cement mortar materials. This study, by using cement mortar specimens, aimed to determine the optimum strength of 3D printed structural members in all three planes by identifying...
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| Veröffentlicht in: | Archives of Civil and Mechanical Engineering 2021-03, Vol.21 (2), p.58, Article 58 |
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| creator | Shakor, Pshtiwan Gowripalan, Nadarajah Rasouli, Habib |
| description | Investigations involving the experimental and numerical analysis of inkjet (powder-based) 3DP are relatively limited for cement mortar materials. This study, by using cement mortar specimens, aimed to determine the optimum strength of 3D printed structural members in all three planes by identifying the compressive strength of cubes, the modulus of elasticity and Poisson’s ratio. In addition, this study aimed to analyse and verify the numerical model for 3D printed cementitious mortar (CP) prisms and beams using an inkjet 3D printer by considering the mechanical behaviour of the printed prisms under compression. Robust and optimal mechanical properties of the 3D printed cementitious mortar obtained from laboratory testing were utilised in the simulation of structural components using ABAQUS software. As inputs for simulation, the strength properties of the printed objects in all three cartesian planes were obtained from test results. The obtained results showed that the printed cementitious materials have orthotropic properties and that the results of experiments were consistent with the analytical solutions and hypothesised model for the different geometric shapes. This finding is extremely valuable in determining the optimum features of 3D printed structures.
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| doi_str_mv | 10.1007/s43452-021-00209-3 |
| format | Article |
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Graphic abstract</description><subject>3-D printers</subject><subject>Cement</subject><subject>Chemical reactions</subject><subject>Civil Engineering</subject><subject>Compressive strength</subject><subject>Cubes</subject><subject>Electron microscopes</subject><subject>Engineering</subject><subject>Exact solutions</subject><subject>Finite element method</subject><subject>Inkjet printing</subject><subject>Lasers</subject><subject>Mathematical models</subject><subject>Mechanical Engineering</subject><subject>Mechanical properties</subject><subject>Modulus of elasticity</subject><subject>Mortars (material)</subject><subject>Numerical analysis</subject><subject>Numerical models</subject><subject>Optimization</subject><subject>Original Article</subject><subject>Planes</subject><subject>Printing</subject><subject>Prisms</subject><subject>Robustness (mathematics)</subject><subject>Simulation</subject><subject>Software</subject><subject>Structural Materials</subject><subject>Structural members</subject><subject>Three dimensional models</subject><subject>Three dimensional printing</subject><issn>2083-3318</issn><issn>1644-9665</issn><issn>2083-3318</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNp9kMtOwzAQRS0EElXpD7CyxDow9iRNskSlPKRKsIANG8tx7CqleeBJJPr3OA0SrFjNQ-dezVzGLgVcC4D0hmKMExmBFBGAhDzCEzaTkGGEKLLTP_05WxDtAEBAKsUymbH39VdnfVXbptd7rpuSN0MdFuY46f2BKuKt43jHO181vS25sSPN69b32nPqrBnlxAeqmi2vmo-d7QP_csHOnN6TXfzUOXu7X7-uHqPN88PT6nYTGRR5HyWoTQKuLBO5hBKtlIWG0kGWGpdrI0KDzmaJyV0RAJE6wCKGgDkXFyninF1Nvp1vPwdLvdq1gw-3k5I54jLLYpEHSk6U8S2Rt06Ff2rtD0qAGmNUU4wqxKiOMarRGicRjc9vrf-1_kf1DUl7dUE</recordid><startdate>20210324</startdate><enddate>20210324</enddate><creator>Shakor, Pshtiwan</creator><creator>Gowripalan, Nadarajah</creator><creator>Rasouli, Habib</creator><general>Springer London</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>L6V</scope><scope>M7S</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0002-6617-261X</orcidid></search><sort><creationdate>20210324</creationdate><title>Experimental and numerical analysis of 3D printed cement mortar specimens using inkjet 3DP</title><author>Shakor, Pshtiwan ; Gowripalan, Nadarajah ; Rasouli, Habib</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-53ac50fdd5260d3e22ba0df087cf9ac10873fe85c9fb60d17f03b4022bff4b733</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>3-D printers</topic><topic>Cement</topic><topic>Chemical reactions</topic><topic>Civil Engineering</topic><topic>Compressive strength</topic><topic>Cubes</topic><topic>Electron microscopes</topic><topic>Engineering</topic><topic>Exact solutions</topic><topic>Finite element method</topic><topic>Inkjet printing</topic><topic>Lasers</topic><topic>Mathematical models</topic><topic>Mechanical Engineering</topic><topic>Mechanical properties</topic><topic>Modulus of elasticity</topic><topic>Mortars (material)</topic><topic>Numerical analysis</topic><topic>Numerical models</topic><topic>Optimization</topic><topic>Original Article</topic><topic>Planes</topic><topic>Printing</topic><topic>Prisms</topic><topic>Robustness (mathematics)</topic><topic>Simulation</topic><topic>Software</topic><topic>Structural Materials</topic><topic>Structural members</topic><topic>Three dimensional models</topic><topic>Three dimensional printing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shakor, Pshtiwan</creatorcontrib><creatorcontrib>Gowripalan, Nadarajah</creatorcontrib><creatorcontrib>Rasouli, Habib</creatorcontrib><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Engineering Collection</collection><collection>ProQuest Engineering Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering collection</collection><jtitle>Archives of Civil and Mechanical Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Shakor, Pshtiwan</au><au>Gowripalan, Nadarajah</au><au>Rasouli, Habib</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental and numerical analysis of 3D printed cement mortar specimens using inkjet 3DP</atitle><jtitle>Archives of Civil and Mechanical Engineering</jtitle><stitle>Archiv.Civ.Mech.Eng</stitle><date>2021-03-24</date><risdate>2021</risdate><volume>21</volume><issue>2</issue><spage>58</spage><pages>58-</pages><artnum>58</artnum><issn>2083-3318</issn><issn>1644-9665</issn><eissn>2083-3318</eissn><abstract>Investigations involving the experimental and numerical analysis of inkjet (powder-based) 3DP are relatively limited for cement mortar materials. This study, by using cement mortar specimens, aimed to determine the optimum strength of 3D printed structural members in all three planes by identifying the compressive strength of cubes, the modulus of elasticity and Poisson’s ratio. In addition, this study aimed to analyse and verify the numerical model for 3D printed cementitious mortar (CP) prisms and beams using an inkjet 3D printer by considering the mechanical behaviour of the printed prisms under compression. Robust and optimal mechanical properties of the 3D printed cementitious mortar obtained from laboratory testing were utilised in the simulation of structural components using ABAQUS software. As inputs for simulation, the strength properties of the printed objects in all three cartesian planes were obtained from test results. The obtained results showed that the printed cementitious materials have orthotropic properties and that the results of experiments were consistent with the analytical solutions and hypothesised model for the different geometric shapes. This finding is extremely valuable in determining the optimum features of 3D printed structures.
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| subjects | 3-D printers Cement Chemical reactions Civil Engineering Compressive strength Cubes Electron microscopes Engineering Exact solutions Finite element method Inkjet printing Lasers Mathematical models Mechanical Engineering Mechanical properties Modulus of elasticity Mortars (material) Numerical analysis Numerical models Optimization Original Article Planes Printing Prisms Robustness (mathematics) Simulation Software Structural Materials Structural members Three dimensional models Three dimensional printing |
| title | Experimental and numerical analysis of 3D printed cement mortar specimens using inkjet 3DP |
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