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. (1386). Ductility of HSC members under bending. , 31(2), 209-223. doi: 10.22099/ijstc.2007.742
. "Ductility of HSC members under bending". , 31, 2, 1386, 209-223. doi: 10.22099/ijstc.2007.742
. (1386). 'Ductility of HSC members under bending', , 31(2), pp. 209-223. doi: 10.22099/ijstc.2007.742
. Ductility of HSC members under bending. , 1386; 31(2): 209-223. doi: 10.22099/ijstc.2007.742

Ductility of HSC members under bending

Iranian Journal of Science and Technology Transactions of Civil Engineering
شناسنامه علمی شماره، دوره 31، شماره 2، فروردین 2007، صفحه 209-223    اصل مقاله (637.91 K)
شناسه دیجیتال (DOI): 10.22099/ijstc.2007.742
چکیده
In seismic areas, ductility is an important factor in the design of high strength concrete (HSC) members under flexure. In order to investigate this, here in this study, eight HSC beams with different percentages of were cast and incrementally loaded under bending. During the test, the strain on the concrete middle faces, the tension and compression bars, and also the deflection at different points of the span length were measured up to failure. Based on the obtained results, the serviceability and ultimate behavior, and especially the ductility of the HCS members are more deeply reviewed. Also a comparison between theoretical and experimental results are reported here
کلیدواژه‌ها
Curvature and displacement ductility؛ HSC members؛ serviceability
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