Sangeetha, Palanivelu ; Ramana, Gopal S. ; Jai, Vigneshwar A. ; Vaishnavi, K. ; Srinidhi, A.
This study investigates the flexural strength of simply-supported steel?concrete composite beams under two-point loading. A total of four specimens were tested to failure for varying parameters including type of connectors (stud and channel) and number of connectors (two and four). ANSYS software was used to establish the finite element models that can simulate the flexural behaviour of the composite beam. ; The test results show that a beam with channel connectors performs better than a beam with stud connectors. The composite beam with two connectors between the beam and slab causes additional deflection due to slippage in the connectors, when compared to the beam with four connectors. The results from the analytical model are in good agreement with the experimental results.
tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska
Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
Civil and Environmental Engineering Reports (CEER), no 30, vol. 4
Biblioteka Uniwersytetu Zielonogórskiego
2023-03-24
2023-03-24
68
https://zbc.uz.zgora.pl/publication/79626
Nazwa wydania | Data |
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Flexural Strength of Steel-Concrete Composite Beams Under Two-Point Loading | 2023-03-24 |
Palanivelu, Sangeetha Kuczyński, Tadeusz - red.
Biegus, Antoni Lorenc, Wojciech Kuczyński, Tadeusz - red.
Szumigała, Maciej Pełka-Sawenko, Agnieszka Wróblewski, Tomasz Abramowicz, Małgorzata Kuczyński, Tadeusz - red.
Sangeetha, Palanivelu Kuczyński, Tadeusz - red.
Lacki, Piotr Nawrot, Jacek Kuczyński, Tadeusz - red.
Badache, Hacene Mezhoud, Samy Melhem, Abdul Qader Kuczyński, Tadeusz - red.
Gołaś, Jerzy Świtka, Romuald - red.
Polus, Łukasz Szumigała, Maciej Kuczyński, Tadeusz - red.