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- 01H3M1C0SDTH786S3XVVDS7ZZ4 classification C1.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 date "2023".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 language "eng".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 type conference.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 hasPart 01H3VX6DRJN524W2XPDHKFP05W.pdf.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 subject "Technology and Engineering".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 doi "10.1007/978-3-031-32519-9_32".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 isbn "9783031325182".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 isbn "9783031325199".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 issn "2366-2557".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 issn "2366-2565".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 presentedAt urn:uuid:0f46d472-90c4-4916-8e77-29621b89b46e.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 volume "349".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 abstract "The interest and knowledge in the research field of 3D concrete printing are vastly increasing. With the rise of more established printing methods and materials, larger elements with a higher degree of geometric complexity can be printed. This allows to shift the research focus towards the structural application of 3D printed concrete. The need for numerical modelling of these printed structures arises, wherein insight into the elastic properties of the material is essential. Multiple sources report about a certain degree of anisotropic behavior in the failure state, but researchers fail to reach a consensus concerning the degree of anisotropy in the elastic range in the hardened state of the homogenized material. During an exploratory experimental study, the directional dependency of cylindrical printed specimens is investigated based on uniaxial compression tests and optical displacement measurements. Cast cylinders and 3D printed cylinders in two different orientations are compared. Quasi-static moduli of elasticity are quantified in accordance with the concrete standard EN 12390-13, after which a preliminary conclusion concerning the degree of anisotropy of 3D printed concrete is presented. With this information, a new step is taken towards the numerical modelling of 3D printed concrete in order to use it for structural applications.".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 author 29F61EB6-0076-11E3-A5EA-90AE10BDE39D.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 author 672DA55C-A269-11E8-9B1B-51D55607D3EF.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 author F8467408-F0ED-11E1-A9DE-61C894A0A6B4.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 author FA3817BC-F0ED-11E1-A9DE-61C894A0A6B4.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 dateCreated "2023-06-23T11:48:56Z".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 dateModified "2024-10-29T18:31:41Z".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 editor urn:uuid:02c2db06-bfb2-4b97-bce3-070f13b2a931.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 editor urn:uuid:5eb6d11f-4f57-4cc4-99f0-4e6f339a6313.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 editor urn:uuid:8ae89705-78f2-4934-b9b1-38fcfdb91599.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 name "Experimental study on the directional dependency of 3D printed concrete in the elastic range".
- 01H3M1C0SDTH786S3XVVDS7ZZ4 pagination urn:uuid:06daf335-d1a6-4bcb-a4d5-e2468e5721fb.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 publisher urn:uuid:51ddc20b-c3dd-4724-aae5-b26ec2409b65.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 sameAs LU-01H3M1C0SDTH786S3XVVDS7ZZ4.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 sourceOrganization urn:uuid:a573f4b7-e6fb-444d-9da4-95448a28c877.
- 01H3M1C0SDTH786S3XVVDS7ZZ4 type C1.