Ductility of concrete bending beams
Publish place: The first international conference on advanced research in civil engineering, architecture and urban planning
Publish Year: 1402
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICARCAU01_045
تاریخ نمایه سازی: 29 مرداد 1402
Abstract:
Ductility of HSC concrete beams is the important issue in design. In this study effective parameters indesigning ductility and ultimate made of concrete bending beams with high resistance is analyzed. For thispurpose, ۱۵ concrete bending beams with high resistance and with percentage of tensile and compressivesteel armature variable in laboratory were under increasing load and uploaded until destruction stage. Inthis analysis it is noted, the strain values at height of team sections and grow at a few points in the lengthof the beam. It is analysed and compared the behavior of concrete beams ductility with high resistance andsection fraefure in the current study
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Authors
Mohammad Mostafa Jafari
Department of Civil Engineering, Technical and Vocational University (TVU), Tehran, Iran.
Masoud Lakzadeh
Department of Civil Engineering, Technical and Vocational University (TVU), Tehran, Iran
Shayan Poorhoseinali
Department of Civil Engineering, Student of Shahid Chamran Technical and Vocational University,Kerman, Iran.
Mehrshad Mohammadizadeh
Department of Civil Engineering, Student of Shahid Chamran Technical and Vocational University,Kerman, Iran.
Mohammad hosein Banani
Department of Civil Engineering, Student of Shahid Chamran Technical and Vocational University,Kerman, Iran.