Failure of GFRP channel section beams subjected to bending - Numerical and experimental investigations
Artykuł w czasopiśmie
MNiSW
45
Lista A
Status: | |
Autorzy: | Czechowski Leszek, Gliszczyński Adrian, Bieniaś Jarosław, Jakubczak Patryk, Majerski Krzysztof |
Dyscypliny: | |
Aby zobaczyć szczegóły należy się zalogować. | |
Rok wydania: | 2017 |
Wersja dokumentu: | Drukowana | Elektroniczna |
Język: | angielski |
Wolumen/Tom: | 111 |
Strony: | 112 - 123 |
Impact Factor: | 4,92 |
Web of Science® Times Cited: | 25 |
Scopus® Cytowania: | 27 |
Bazy: | Web of Science | Scopus | Web of Science Core Collection |
Efekt badań statutowych | NIE |
Materiał konferencyjny: | NIE |
Publikacja OA: | NIE |
Abstrakty: | angielski |
The paper concerns an analysis of four-point bending tests of C-shaped profile beam built of 8-ply GFRP. Six different arrangements of layers were taken into consideration: [0/-45/45/90]S, [90/-45/45/0]S, [90/0/90/0]S, [0/90/0/90]S, [45/-45/45/-45]S, [45/-45/90/0]S. To compare experimental results, numerical simulations of investigated columns in Ansys 16.2 software were carried out. In addition, tests of bending on samples were recorded using ARAMIS® system. For assessing the failure in numerical simulations, the following criteria were used: Inverse of Tsai-Wu, Maximum Stress and Hashin's criterion. For the arrangement of layers [0/-45/45/90]S the damage assessment were performed with the use of macroscopic observations, non-destructive testing with the use of ultrasonic techniques, X-ray computed microtomography, and microscopic examination with the use of stereoscopic, optical and scanning electron microscopy |