REINFORCED SELF-COMPACTING CONCRETE BEAMS UNDER TORSION

المؤلفون

  • Jasim Al-Khafaji Civil Engineering Department, Al-Mustansiriayah University, Baghdad, Iraq مؤلف
  • Ihsan Al-Shaarbaf Civil Engineering Department, Al-Nahrain University, Baghdad, Iraq مؤلف
  • Ra'id F. Abbas Highway & Transportation Engineering Department, Al-Mustansiriayah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

torsion، self-compacting concrete

الملخص

This research investigates experimentally torsional behavior of reinforced self-compacting concrete beams with variables including plain and reinforced concrete beams, spacing of transverse reinforcement, concrete compressive strength, hollow and solid sections.The experimental work includes investigation of eleven beams tested under pure torsion and divided into three groups. Group (A) denotes the normal strength SCC beams with compressive strength of 32.84MPa. Group (B) covers the high strength SCC beams with compressive strength of 64.65MPa, and finally group (C) is normal strength SCC hollow beams. Test results are discussed based on torque-twist and beam longitudinal elongation behavior.

 

التنزيلات

Key Dates

منشور

2016-03-01

كيفية الاقتباس

REINFORCED SELF-COMPACTING CONCRETE BEAMS UNDER TORSION. (2016). مجلة الهندسة والتنمية المستدامة, 20(2), 82-99. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/659

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