Ductility of concrete bending beams

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

Keywords:

Bending beams , Concrete with high resistance , Tensile and Compressive Steal.

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.