Experimental investigation of impact concrete slab on the bending behavior of composite bridge girders with sinusoidal steel web
Artykuł w czasopiśmie
MNiSW
140
Lista 2021
| Status: | |
| Autorzy: | Górecki Marcin, Śledziewski Krzysztof |
| Dyscypliny: | |
| Aby zobaczyć szczegóły należy się zalogować. | |
| Rok wydania: | 2020 |
| Wersja dokumentu: | Drukowana | Elektroniczna |
| Język: | angielski |
| Numer czasopisma: | 2 |
| Wolumen/Tom: | 13 |
| Numer artykułu: | 273 |
| Strony: | 1 - 14 |
| Impact Factor: | 3,623 |
| Web of Science® Times Cited: | 8 |
| Scopus® Cytowania: | 10 |
| Bazy: | Web of Science | Scopus | CAB Abstracts | Chemical Abstracts | ACS | Current Contents - Engineering | Computing & Technology | Clarivate Analytics | DOAJ | Inspec | JCR | PubMed |
| Efekt badań statutowych | NIE |
| Finansowanie: | This research was financed from the resources of the Scientific Research Committee as the promoter project No. NN506 266937 2669/B/T02/2009/37. |
| Materiał konferencyjny: | NIE |
| Publikacja OA: | TAK |
| Licencja: | |
| Sposób udostępnienia: | Otwarte czasopismo |
| Wersja tekstu: | Ostateczna wersja opublikowana |
| Czas opublikowania: | W momencie opublikowania |
| Data opublikowania w OA: | 8 stycznia 2020 |
| Abstrakty: | angielski |
| Until recently, steel plate girders with corrugated steel members were used primarily as poles and girders in the construction of industrial buildings. Currently, they are also being used in the construction of bridges. Compared to traditional steel and rolled girders, steel plate girders weigh less and are more stiff, while also having a neater appearance. In this paper, the results of an experimental study are present. The aim of the study was to determine the behavior of a bridge girder with sinusoidal web geometry when subjected to a bending moment. The study was focused on a composite steel and concrete structure with pin connections, which is currently the most common solution. Three near-real scale beams were subjected to bending tests. The study found that composite corrugated-web steel beams and non-composite corrugated-web steel beams showed similar forms of failure. A reinforced concrete slab did not prevent web stress concentration at the point of connection with the flange. Furthermore, the study indicates that corrugated steel webs in bridge girders can have a much smaller thickness (less than 8 mm) compared with the traditional solution |
