نوع مقاله : یادداشت فنی
نویسندگان
دانشکدهی فنی و مهندسی، دانشکدهی مهندسی عمران، دانشگاه شهید باهنر کرمان
چکیده
کلیدواژهها
عنوان مقاله [English]
نویسندگان [English]
The main aim of this research is to investigate, mode of failure, determination of moment redistribution, and ductility using High Strength Self-Compacting Concrete (HSSCC) in indeterminate post-tensioned unbonded continuous (full scale of 9m span) members. To do so, first, in the fresh phase, such concrete was designed and cast successfully based on the international criteria. Then the application of such concrete consisting of
with huge noise. At beam failure, different types of cracks (flexural and flexural-shear cracks) occurred and the beam experienced a deflection ductility index of 14, which is more than the suggested value of 3.5 for RC members.
کلیدواژهها [English]