Numerical Analysis of Textile Reinforced Concrete Shells: Force Interaction and Failure Types
Research output: Contribution to journal › Research article › Contributed › peer-review
Contributors
Abstract
In the case of solid slabs made of reinforced concrete that are usually subjected to bending, large areas of the structure are stressed well below their load-bearing capacity. Contrary to this are shell structures, which can bridge large spans with little material if designed according to the force flow. To improve the efficiency of ceiling slabs, we want to utilize the shell load-bearing behavior on a smaller scale by resolving the solid interior accordingly. In order to study a wide range of such constructions virtually, a parametric multi-objective simulation environment is being developed in an ongoing research project. The basic analysis approaches that were implemented are presented in this paper. The basic workflow, the used programs and material models, and their calibration on the tests on textile-reinforced concrete (TRC) samples are described.
Details
Original language | English |
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Pages (from-to) | 224-246 |
Number of pages | 23 |
Journal | CivilEng |
Volume | 5 |
Issue number | 1 |
Publication status | Published - 12 Mar 2024 |
Peer-reviewed | Yes |
External IDs
ORCID | /0000-0002-8976-6680/work/155290524 |
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ORCID | /0000-0002-1596-7164/work/155292486 |
Scopus | 85188838394 |
Keywords
Keywords
- textile-reinforced concrete, TRC, shell structures, material model, numerical analysis, lightweight concrete elements