Behaviour of New Curved in Plan Composite Reinforced Concrete Beams
نویسندگان
چکیده
New composite reinforced concrete beams, in which component is connected to steel T-section, are proposed. The stirrups of the beam were utilized as shear connectors by passing them through drilled holes web T-section. Experimental test and numerical analysis conducted determine behaviour such beams when subjected combined shear, torsion, bending stresses. Full scale one conventional curved plan C1, four ones, C2 C5, tested. degree connection between two components C5 was changed varying number used connectors. increase load carrying capacity reached 55 % for C4 compared that ordinary beam. experimental results demonstrated very effective providing interaction beams. emerged not have effect on tested Three-dimensional finite element using commercial software ABAQUS. To model beam, T-section springs at location stirrups. Good agreement obtained tests analysis.
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ژورنال
عنوان ژورنال: Ma?alla? al-ba?ra? li-l-?ul?m al-handasiyya?
سال: 2022
ISSN: ['1814-6120', '2311-8385']
DOI: https://doi.org/10.33971/bjes.22.2.12