MODELING OF REINFORCED CONCRETE BEAMS WITH AND WITHOUT OPENING BY USING ANSYS
M. RAMADAN, O., M. ABDELBAK, S., M. SALEH, A., Y. ALKHATTABI, A. (2009). MODELING OF REINFORCED CONCRETE BEAMS WITH AND WITHOUT OPENING BY USING ANSYS. EKB Journal Management System, 37(No 4), 845-858. doi: 10.21608/jesaun.2009.127752
OSMAN M. RAMADAN; SAYED M. ABDELBAK; AHMED M. SALEH; ABDULKAREEM Y. ALKHATTABI. "MODELING OF REINFORCED CONCRETE BEAMS WITH AND WITHOUT OPENING BY USING ANSYS". EKB Journal Management System, 37, No 4, 2009, 845-858. doi: 10.21608/jesaun.2009.127752
M. RAMADAN, O., M. ABDELBAK, S., M. SALEH, A., Y. ALKHATTABI, A. (2009). 'MODELING OF REINFORCED CONCRETE BEAMS WITH AND WITHOUT OPENING BY USING ANSYS', EKB Journal Management System, 37(No 4), pp. 845-858. doi: 10.21608/jesaun.2009.127752
M. RAMADAN, O., M. ABDELBAK, S., M. SALEH, A., Y. ALKHATTABI, A. MODELING OF REINFORCED CONCRETE BEAMS WITH AND WITHOUT OPENING BY USING ANSYS. EKB Journal Management System, 2009; 37(No 4): 845-858. doi: 10.21608/jesaun.2009.127752

MODELING OF REINFORCED CONCRETE BEAMS WITH AND WITHOUT OPENING BY USING ANSYS

JES. Journal of Engineering Sciences
Article 1, Volume 37, No 4, July and August 2009, Page 845-858  XML PDF (661.07 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2009.127752
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Authors
OSMAN M. RAMADAN1; SAYED M. ABDELBAK2; AHMED M. SALEH3; ABDULKAREEM Y. ALKHATTABI4
1Professor, Faculty of Engineering, Cairo University
2Professor, National Housing and Building Research Center
3Associate Professor, Faculty of Engineering, Cairo University
4Graduate Student, Cairo University
Abstract
This paper presents the procedures of constructing an ANSYS nonlinear finite element model for reinforced concrete beam analysis. This model was used to analyze reinforced concrete beams with and without openings. The results were compared with the experimental results of fullscale laboratory tests made experimentally. Beams strength, stiffness, deformed shape, and cracking patterns were investigated. The comparison between experimental and analytical results showed acceptable agreement.
Keywords
reinforced concrete; beams; web openings; shear; finite elements; ANSYS
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