TY - GEN A1 - Badache, Hacene A1 - Mezhoud, Samy A1 - Melhem, Abdul Qader A2 - Kuczyński, Tadeusz - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - This paper deals with flexural investigation of a type of steel-concrete composite beam structure able to provide an adequate bond between steel and concrete elements through the application of a simple steel reinforcement shear connector design, steel reinforcing bars bent into L-shapes. The cross sections involve inverted steel T-beam being embedded within reinforced concrete (RC) flange of the slab. N2 - The paper concentrates on elastic and elastic-plastic behaviour of steel inverted T-beam entrenched within a reinforced concrete flange at the top. In addition, shear connection was investigated in detail. Finally, some suggested designing equations and curves simulating the elastic, elastoplastic and full plastic experimental moments were developed. The plastic theoretical study results coincides with the experimental behaviour of the developed model. L1 - http://zbc.uz.zgora.pl/repozytorium/Content/72879/ceer2022_3_badache_evaluation.pdf L2 - http://zbc.uz.zgora.pl/repozytorium/Content/72879 KW - hybrid beam KW - composites KW - steel-concrete KW - inverted T-beam KW - L-shaped connectors KW - belka hybrydowa KW - kompozyt KW - stal-beton KW - belka typu T KW - złącze T1 - Evaluation of Behavior of Hybrid Beam Combining Steel Inverted T-Section and RC Flange UR - http://zbc.uz.zgora.pl/repozytorium/dlibra/docmetadata?id=72879 ER -