Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/5383
Title: EFFCT OF HOOPS AND COLUMN AXIAL LOAD ON SHEAR STRENGTH OF HIGH-STRENGTH FIBER REINFORCED BEAM-COLUMN JOINTS
Authors: Farhan, Jamal A.
Al-Azzawi, Zaid
Keywords: Hoops
Column Axial Load
High Strength Concrete (HSC)
Fiber Reinforced Concrete
Finite Elements
Beam-Column Joints (BCJ), ANSYS
Issue Date: 2012
Abstract: A reinforced concrete frame is referred as "RIGID FRAMES". However, researches indicate that the Beam-Column joint (BCJ) is definitely not rigid. In addition, extensive research shows that failure may occur at the joint instead of in the beam or the column. Joint failure is known to be a catastrophic type which is difficult to repair. This study was carried out to investigate the effect of hoops and column axial load on the shear strength of high-strength fiber reinforced Beam-Column Joints by using a numerical model based on finite element method using computer program ANSYS (Version 11.0). The variables are: diameter of hoops and magnitude of column axial load. The theoretical results obtained from ANSYS program are in a good agreement with previous
URI: http://localhost:8080/xmlui/handle/123456789/5383
Appears in Collections:هندسة السدود والموارد المائية



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