Analytical review of the behaviour of joints and anchors in scaffolding systems under static and dynamic loads
Fragment książki (Rozdział monografii pokonferencyjnej)
MNiSW
50
Poziom II
| Status: | |
| Autorzy: | Ramezantitkanloo Amin, Czepiżak Dariusz, Pieńko Michał |
| Dyscypliny: | |
| Aby zobaczyć szczegóły należy się zalogować. | |
| Wersja dokumentu: | Drukowana | Elektroniczna |
| Język: | angielski |
| Strony: | 289 - 296 |
| Efekt badań statutowych | NIE |
| Materiał konferencyjny: | TAK |
| Nazwa konferencji: | 15th International Conference on Metal Structures |
| Skrócona nazwa konferencji: | 15th ICMS 2025 |
| URL serii konferencji: | LINK |
| Termin konferencji: | 28 maja 2025 do 30 maja 2025 |
| Miasto konferencji: | Wrocław |
| Państwo konferencji: | POLSKA |
| Publikacja OA: | TAK |
| Licencja: | |
| Sposób udostępnienia: | Witryna wydawcy |
| Wersja tekstu: | Ostateczna wersja opublikowana |
| Czas opublikowania: | W momencie opublikowania |
| Data opublikowania w OA: | 10 grudnia 2025 |
| Abstrakty: | angielski |
| Scaffoldings are temporary structures that are usually used by workers during the repair or construction of buildings. These structures can be built in different shapes and types depending on the type of joints that the beams and columns of the scaffolds connect. Due to their temporary nature, they are very sensitive to vibrations under dynamic or static actions, and this causes many accidents and unstable behaviour in them. This unstable behaviour has different reasons including the bracing conditions and slenderness of the columns, stiffness of joints and anchors, imperfections in the construction, damage and corrosion due to climate change, etc. A lot of studies have been performed to solve these problems. This paper aims to review some recent studies on proposed methods for improving the behaviour of different types of scaffolds and their components, including joints and anchors. To this aim, first some problems of scaffolds and the proposed methods to solve them have been presented and reviewed, then the failure mode and some characteristics of the scaffolds including ultimate load-bearing capacity and displacement in different types of scaffolds and anchors including façade and ring lock scaffolds have been compared with each other. In addition, some additional parameters have been extracted from previous studies, including ductility, energy absorption, and initial stiffness, and they have been developed. Finally, some potential methods to improve the behaviour of scaffolds and anchors have been presented in future studies. This study highlighted that the design and improvement of joints and anchors significantly impact the stability and safety of these temporary structures. The findings emphasize the need for further research into developing new anchors and a more detailed analysis of various joint behaviours and their components under different loading conditions. These results could contribute to improving scaffolding performance and increasing safety in the construction industry. |
