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Behavior of Repairing Composite I-Section Beams with Opening under Ultimate Torque
An experimental study was conducted to investigate the behavior of composite concrete beams damaged and cracked under pure torsion, and then repaired by external strengthening. This was achieved using high strength Carbon Fiber Reinforced Polymer (CFRP) laminates bonded with epoxy four composite modify reactive powder concrete (MRPC) I-beams. Different
Nadhir Al-Ansari
exaly +4 more sources
Prediction of Ultimate Torque of Reinforced Concrete Box Beam Bonded with CFRP Strips
One control and three strengthened Reinforced Concrete (RC) beams with box-section were subjected to pure torsion. The proposed strengthening schemes were U-jacketing or U-jacketing with longitudinal strips of fiber-reinforced polymer (CFRP). The U-jacketing strips exhibited a reasonable improvement to the ultimate torque from the experimental ...
Kok Keong Choong, Choong Kok Keong
exaly +2 more sources
EFFECT OF PRELOAD TORQUE ON THE ULTIMATE TENSILE STRENGTH OF IMPLANT PROSTHETIC RETAINING SCREWS
The preload concept proposes that an optimal torque exists to which implant prosthetic retaining screws should be tightened. According to this theory, the preload prevents separation of implant components, thus protecting the screw from fracture. Recent research suggests that most implant-retained prostheses in function today were placed using improper
Michael E Razzoog +2 more
exaly +4 more sources
BEHAVIOR OF COMPOSITE I-SECTION MODIFIED REACTIVE POWDER CONCRETE BEAMS WITH ULTIMATE TORQUE
This paper presents experimental work including the investigation of seven composite modified reactive powder concrete (MRPC) I- beams, 1300mm length, 100mm web width, and 320mm height, with and without opening tested under pure torsion. The first beam
Ali Sabah Ahmed, Redhaab Hamed Saad
doaj +1 more source
Torsional Behavior of Solid and Hollow Core Self Compacting Concrete Beams Reinforced with Steel Fibers [PDF]
Torsion of structural members and the behavior of steel fiber self- compacting reinforced concrete became the area of interest for many researchers nowadays. The experimental program of the present work consists of casting nine reinforced self-compacting
Tareq Al-Attar +2 more
doaj +1 more source
Concrete was made with four different types of coarse aggregate, i.e., natural stone aggregate concrete (NSAC), crushed virgin clay brick aggregate concrete (VBAC), crushed recycled brick concrete aggregate concrete (RBAC), and crushed recycled stone ...
Md. Ashraful Alam, Syed Ishtiaq Ahmad
doaj +1 more source
Strengthening of Ferrocement Beams in Torsion by CFRP Strips [PDF]
Torsion is resisted well by closed form reinforcement, due to the circulatory nature of the torsion inducing shear flow stresses in a beam. Therefore, it will be more efficient to have strengthening schemes, which are wrapped in closed form around the ...
Aseel Sami Al-Obaidy +2 more
doaj +1 more source
The presence of the openings negatively effects on the strength of the beams where they act as a weak point because of the sudden change in the cross-section of the beam, so it becomes necessary to make strengthening for the beams to resist the effect ...
Israa kh. Jasim +5 more
doaj +1 more source
Torsional Behavior of Reinforced Concrete T Beams Strengthened with CFRP Strips [PDF]
This work aims at studying the strengthening of T beams in torsion by using carbon fiber reinforced polymer (CFRP). The experimental work includes investigation of five reinforced concrete T beams tested under pure torsion.
Ban S. Abduljalil, Kaiss F. Sarsam
doaj +1 more source

