Add to ORKGThe effect of a number of variables upon prestress anchorage length was investigated. The end zones of prestressed pretensioned concrete members were simulated by casting against steel bulkheads. 3/8" diameter strands and .276" diameter wires were used. Fifty specimens were tested. The variables investigated were; surface condition of prestressing steel, speed of release of prestress, water/cement ratio of concrete, age of concrete, stress in concrete, and vibration. A relationship between free end pull-in and anchorage length was found and is compared with the results of other investigators.Applied Science, Faculty ofCivil Engineering, Department ofGraduat
The purpose of this research is to obtain the anchorage length and the bond stress-slip relationship...
In order to optimize the end block of a prestressed girder, nonlinear finite element models are freq...
Adequate transmission of prestressing forces into the concrete in prestressed-concrete (PC) members ...
The effect of a number of variables upon prestress anchorage length was investigated. The end zones ...
A comprehensive study was conducted to determine the variation of transfer length in pretensioned pr...
The studies on the transmission length over which the prestressing force is fully transmitted to th...
An experimental research addressing the effects of concrete composition and strength on anchorage bo...
A simple method is presented, suitable for the repetitive testing necessary to investigate fully the...
[EN] Fifty seven prestressed concrete beams were fabricated at the University of Arkansas (UA) to de...
A direct method which was useful for repeated quick tests was presented to determine the bond anchor...
Over the last few decades pretensioned, prestressed concrete has become very common in structural ap...
1999Research ReportPDFTech ReportRR-1388-1Research Study 0-1388AnchoragesBeamsBridgesCablesDebonding...
Pretensioned concrete members are designed and manufactured by using at least two materials: concret...
A study was conducted to determine the effect of different concrete properties and prestressing stee...
[EN] Development length of prestressing strands is a significant parameter in the design of pretensi...
The purpose of this research is to obtain the anchorage length and the bond stress-slip relationship...
In order to optimize the end block of a prestressed girder, nonlinear finite element models are freq...
Adequate transmission of prestressing forces into the concrete in prestressed-concrete (PC) members ...
The effect of a number of variables upon prestress anchorage length was investigated. The end zones ...
A comprehensive study was conducted to determine the variation of transfer length in pretensioned pr...
The studies on the transmission length over which the prestressing force is fully transmitted to th...
An experimental research addressing the effects of concrete composition and strength on anchorage bo...
A simple method is presented, suitable for the repetitive testing necessary to investigate fully the...
[EN] Fifty seven prestressed concrete beams were fabricated at the University of Arkansas (UA) to de...
A direct method which was useful for repeated quick tests was presented to determine the bond anchor...
Over the last few decades pretensioned, prestressed concrete has become very common in structural ap...
1999Research ReportPDFTech ReportRR-1388-1Research Study 0-1388AnchoragesBeamsBridgesCablesDebonding...
Pretensioned concrete members are designed and manufactured by using at least two materials: concret...
A study was conducted to determine the effect of different concrete properties and prestressing stee...
[EN] Development length of prestressing strands is a significant parameter in the design of pretensi...
The purpose of this research is to obtain the anchorage length and the bond stress-slip relationship...
In order to optimize the end block of a prestressed girder, nonlinear finite element models are freq...
Adequate transmission of prestressing forces into the concrete in prestressed-concrete (PC) members ...