SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP
Megahid, A., Farghal, O., El-Taher, M. (2013). SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP. EKB Journal Management System, 41(No 2), 395-420. doi: 10.21608/jesaun.2013.114741
Abdel Rahman Megahid; Omar Ahmed Farghal; Mahmoud Mohamed El-Taher. "SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP". EKB Journal Management System, 41, No 2, 2013, 395-420. doi: 10.21608/jesaun.2013.114741
Megahid, A., Farghal, O., El-Taher, M. (2013). 'SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP', EKB Journal Management System, 41(No 2), pp. 395-420. doi: 10.21608/jesaun.2013.114741
Megahid, A., Farghal, O., El-Taher, M. SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP. EKB Journal Management System, 2013; 41(No 2): 395-420. doi: 10.21608/jesaun.2013.114741

SOME PARAMETERS AFFECTING THE STATIC BEHAVIOR OF NORMAL STRENGTH RECTANGULAR R.C. SHORT COLUMNS CONFINED BY CFRP

JES. Journal of Engineering Sciences
Article 6, Volume 41, No 2, March and April 2013, Pages 395-420    PDF (1.18 M)
Document Type: Research Paper
DOI: 10.21608/jesaun.2013.114741
Authors
Abdel Rahman Megahid1; Omar Ahmed Farghal1; Mahmoud Mohamed El-Taher* 2
1Civil Eng. Department, faculty of Engineering, Assuit University, Assuit , EGYPT
2Consulting Engineer , Luxor , EGYPT
Abstract
Changing social needs, upgrading of design standards, increasing safety requirements and deterioration are some of the reasons that make the existing reinforced concrete structure ( such as bridges and buildings) need to be strengthened or repaired . Over the past several years, there has been a concerned research efforts to explore the strengthening effect of Carbon Fiber Reinforced Polymer (CFRP) laminates applied to reinforced concrete columns under centric loading . So, the main objective of this work is to identify the main parameters affecting the mechanical behavior of confined rectangular R.C. columns such as the confinement level and rectangularity ratio (t/b ratio) . The efficiency of externally bonded CFRP of rectangular R.C. columns is declared and evaluated . [1,2,3].
Keywords
Carbon Fiber Reinforced Polymer (CFRP); strengthening; efficiency; rectangular R.C. columns
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