The torsional behavior of reinforced self-compacting concrete beams

被引:11
作者
Aydin, Abdulkadir C. [1 ]
Bayrak, Baris [1 ]
机构
[1] Ataturk Univ, Fac Engn, Dept Civil Engn, TR-25240 Erzurum, Turkey
关键词
reinforced concrete; self-compacting concrete; torsion; rotation capacity; ductility; SEMIRIGID CONNECTIONS BEHAVIOR; HIGH-STRENGTH CONCRETE; MECHANICAL-PROPERTIES; EXPERIMENTAL-MODEL; HOLLOW BEAMS; RC BEAMS; PERFORMANCE; COMPACTABILITY; AGGREGATE; ANGLES;
D O I
10.12989/acc.2019.8.3.187
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Torsional behaviors of beams are investigated for the web reinforcement and the concrete type. Eight beams with self-compacting concrete (SCC) and twelve beams with conventional concrete (CC) were manufactured and tested. All the models manufactured as the 250 x300 x 1500 mm were tested according to relevant standards. Two concrete types, CC and SCC were designed for 20 and 40 MPa compressive strength. From the point of web reinforcement, the web spacing was chosen as 80 and 100 mm. The rotation angles of the concrete beams subjected to pure torsional moment as well as the cracks occurring in the beams, the ultimate and critical torsional moments were observed. Moreover, the ultimate torsional moments obtained experimentally were compared with the values evaluated theoretically according to some relevant standards and theories. The closest estimations were observed for the skew-bending theory and the Australian Standard.
引用
收藏
页码:187 / 198
页数:12
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