scholarly journals Evaluation of Crack Width Based on the Actual Bond Stress-Slip Relationship in Structural Concrete Members

2006 ◽  
Vol 18 (1) ◽  
pp. 91-100 ◽  
Author(s):  
Woo Kim ◽  
Ki-Yeol Lee ◽  
Jang-Hyun Kim
Keyword(s):  
Crack Width ◽  
Bond Stress ◽  
Structural Concrete ◽  
Concrete Members

Crack width evaluation in FRP reinforced concrete members

10.1617/13564 ◽  
2005 ◽  
Vol 34 (236) ◽  
pp. 119-125
Author(s):  
G. Creazza
Keyword(s):  
Reinforced Concrete ◽  
Crack Width ◽  
Concrete Members

Cracking behaviour of concrete beams reinforced with fiber reinforced plastic rebars

1996 ◽  
Vol 23 (6) ◽  
pp. 1172-1179 ◽  
Author(s):  
R. Masmoudi ◽  
B. Benmokrane ◽  
O. Chaallal
Keyword(s):  
Reinforced Concrete ◽  
Crack Width ◽  
Concrete Beams ◽  
Reinforcement Ratio ◽  
Test Results ◽  
Fiber Reinforced ◽  
Fiber Reinforced Plastic ◽  
Concrete Members ◽  
Reinforced Plastic ◽  
Cracking Pattern

This paper presents the results of an experimental investigation on the cracking behaviour of concrete beams reinforced with fiber reinforced plastic rebars. The effects of reinforcement ratio on the cracking pattern, crack spacing, cracking moment, and crack width are investigated. The test results indicate that the reinforcement ratio has no meaningful effect on the cracking moment, which can be calculated as recommended by the ACI code. Also, the use of the equations adopted by ACI and the European codes for the prediction of crack width of conventionally reinforced concrete members is investigated and due modifications are made. Both relationships show good correlation with the test results; and the prediction of crack width of concrete beams reinforced with these two types of fiber reinforced plastic rebars is now possible. Key words: beam, cracking behaviour, cracking moment, crack width, fiber reinforced plastic, flexure, rebars, reinforced concrete, reinforcement ratio.

Serviceability Verification Based on Tension Stiffening Effect in Structural Concrete Members

2012 ◽  
Vol 24 (1) ◽  
pp. 15-23
Author(s):  
Gi-Yeol Lee ◽  
Min-Joong Kim ◽  
Woo Kim ◽  
Hwa-Min Lee
Keyword(s):  
Structural Concrete ◽  
Tension Stiffening ◽  
Concrete Members ◽  
Stiffening Effect

Simplified Shear Design of Structural Concrete Members: Appendixes

2006 ◽  
Author(s):  
Neil M. Hawkins ◽  
Daniel A. Kuchma ◽  
Robert F. Mast ◽  
M. Lee Marsh ◽  
Karl-Heinz Reineck ◽  
...  
Keyword(s):  
Structural Concrete ◽  
Concrete Members ◽  
Shear Design
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