Behaviour of patch repair of axially loaded reinforced concrete beams

Cement and Concrete Composites

Volumn 28, Issue 8, 2006, Pages 734-741

  Sharif, Alfarabi ^a   Rahman, Muhammad Kalimur ^a   Al Gahtani, Ahmad S ^a   Hameeduddin, Mohammed ^b  

^a KING FAHD UNIVERSITY OF PETROLEUM AND MINERALS   (Saudi Arabia)

^b Bullivant Arabia   (Saudi Arabia)

Author keywords

Axial columns; Concrete deterioration; Load distribution; Patch repair

Indexed keywords

COLUMNS (STRUCTURAL); COMPOSITE MATERIALS; ELASTIC MODULI; STEEL; STRUCTURAL LOADS;

AXIAL COLUMNS; CONCRETE DETERIORATION; LOAD DISTRIBUTION; PATCH REPAIR;

REINFORCED CONCRETE;

EID: 33746925570     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2006.05.013     Document Type: Article

References (4)

1. Final Report. Corrosion research, Evaluation of residual strength and load transfer in concrete compression members repaired by patching. Submitted to Royal Commission for Jubail and Yanbu. Research Institute, King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia, 2003, 263 pp.
2. Coppola L. Concrete durability and repair technology. In: Fifth Canmet/ACI international conference on durability of concrete, Barcelona, Spain, 4-9 June 2000, p. 1209-20.
3. Emmons P.H., and Vaysburd A.M. The total system concept - necessary for improving the performance of repaired structures. Concr Int March 17 3 (1995) 31-36
4. Emmons P.H., and Vaysburd A.M. System concept in design and construction of durable concrete repairs. Construct Build Mater 10 1 (1996) 69-75