TY  - GEN
AU  - Tarek Gamal ElDeen Ahmed
AU  - Hany Ahmed Abdalla , 
AU  - Hatem Mostafa , 
TI  - Flexural behaviour of concrete beams reinforced With debonded bars repaired with different techniques / 
PY  - 2004///
CY  - Cairo : 
PB  - Tarek Gamal ElDeen Ahmed , 
KW  - Concreate Beams
KW  - Debonded Bars
KW  - Flexural Behaviour
N1  - Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering; Issued also as CD
N2  - Reinforcement corrosion is the major cause of deterioration of reinforced concreteDeterioration of reinforced concrete may be attributable to chloride contamination of concrete , devising salts , chemical attacks , {u2026} etcUnacceptable non - structural symptoms of reinforcement corrosion usually occur in advanced stage at which structural adequacy is considered to be threatenedThe subsequent structural effects are : loss of area of the stressed steel and loss of bond between reinforcement and concrete
UR  - http://172.23.153.220/th.pdf
ER  -