Development of load-bearing shell-type trc structures – initial numerical analysis
Research output: Contribution to book/conference proceedings/anthology/report › Conference contribution › Contributed › peer-review
Contributors
Abstract
In nature, shell structures can be found in diverse variations. Compared to straight beams, where the bending stress increases disproportionately due to its weight, shell structures can handle significantly larger spans with minimal material expenditure. In the ideal case, only membrane stresses prevail in such thin-walled structures. To reach a similar performance in structures made of textile reinforced concrete (TRC), one of the aims is to develop an analysis method and software solution appropriate for the design routine of thin-walled structures. This goal is realized by adopting the software Rhino 3D in combination with the programming environment Grasshopper 3D. Together with the utilization of commercial FEM software, this method provides access to an integration of failure criteria selected for the analysis purpose within the scope of the project.
Details
Original language | English |
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Title of host publication | Concrete Innovation for Sustainability |
Editors | Stine Stokkeland, Henny Cathrine Braarud |
Place of Publication | Oslo |
Publisher | Novus Press |
Pages | 1799-1808 |
Publication status | Published - 2022 |
Peer-reviewed | Yes |
Conference
Title | 6th fib International Congress |
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Subtitle | Concrete Innovation for Sustainability |
Abbreviated title | fib 2022 |
Conference number | 6 |
Duration | 12 - 16 June 2022 |
Degree of recognition | International event |
Location | Clarion Hotel The Hub |
City | Oslo |
Country | Norway |
External IDs
Scopus | 85143892910 |
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ORCID | /0000-0002-8976-6680/work/142236484 |
ORCID | /0000-0001-9453-1125/work/142237980 |
ORCID | /0000-0002-9407-6633/work/142240929 |
ORCID | /0000-0002-1596-7164/work/142255641 |