TY  - JOUR
TT  - The comparison of the experimental and theoretical torsional moment results of reinforcement concrete beams
AU  - Aydın, Abdulkadir Cuneyt
AU  - Bayrak, Barış
PY  - 2017
DA  - October
Y2  - 2017
DO  - 10.16984/saufenbilder.268874
JF  - Sakarya University Journal of Science
JO  - SAUJS
PB  - Sakarya University
WT  - DergiPark
SN  - 2147-835X
SP  - 899
EP  - 906
VL  - 21
IS  - 5
KW  - Betonarme kiriş
KW  - burulma momenti
KW  - kendiliğinden yerleşen beton
KW  - yanal eğilme teorisi
N2  - The experimental investigation effect on thetorsional behavior of web spacing, concrete class and concrete type ofreinforcement concrete beams constitute basis of this work. The compressivestrength of concrete, 20 MPa and 40 MPa, the type of concrete, conventional concreteand self-compacting concrete, web spacing of 80 mm and 100 mm, was determinedthe main parameters of this work. 12 unit of conventional concrete beams and 8unit of self-compacting concrete beams of 250x300x1500 mm was manufactured. Thetorsional moment capacities and corresponding rotation angle values, thecritical torsional moment values and corresponding critical rotation angles,torsional cracks of the beam samples that subjected to the torsion was measuredexperimentally. The torsional moment capacity results that were measuredexperimentally were compared with the elastic, plastic and skew-bendingtheories. The most closed results were get to the skew-bending theory. Thegraphic of torsional moment capacity- unit rotational angles were plotted. Thelow web spacing, high concrete class and self-compacting concrete type thathave a positive effect on the torsional behavior was determined experimentallyin this study. Experimental critical torsion values were compared with empiricalvalues obtained from related studies.
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UR  - https://doi.org/10.16984/saufenbilder.268874
L1  - https://dergipark.org.tr/en/download/article-file/313954
ER  -