The bond behaviour of prestressing strands in precast pretensioned concrete members, and its transmission length, depends on several factors. However, no consensus exists on the main parameters to be considered in the expressions to predict the transmission length. Usually when the concrete properties are considered, only the concrete compressive strength is included. This study analyzes the influence of concrete composition made up of different cement contents and water/cement ratios on the bond behaviour in transmission of seven-wire prestressing strands. The bond properties and the transmission lengths have been determined. The results show that the influence of the water/cement ratio is very small for concretes with lows cement contents...
The determination of correct transmission length is one of the most important features when designin...
[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges....
015374362014Final ReportPDFTech ReportNUTC R277NUTC R319Project #00034694Project #00040985DTRT06-G-0...
The bond behaviour of prestressing strands in precast pretensioned concrete members, and its transmi...
An experimental research addressing the effects of concrete composition and strength on anchorage bo...
Over the last few decades pretensioned, prestressed concrete has become very common in structural ap...
One of the most important features in design of pretensioned concrete elements is the determination ...
The studies on the transmission length over which the prestressing force is fully transmitted to th...
[EN] This paper examines the effect of concrete compressive strength on the transfer length of prest...
Adequate transmission of prestressing forces into the concrete in prestressed-concrete (PC) members ...
An experimental investigation to determine the transfer length of a seven-wire prestressing strand ...
This research examines the relationship between concrete compressive strength and strand bond. The g...
[EN] Fifty seven prestressed concrete beams were fabricated at the University of Arkansas (UA) to de...
A study was conducted to determine the effect of different concrete properties and prestressing stee...
Corrosion in pre-tensioned members causes loss of prestressing and worsening of strand mechanical ch...
The determination of correct transmission length is one of the most important features when designin...
[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges....
015374362014Final ReportPDFTech ReportNUTC R277NUTC R319Project #00034694Project #00040985DTRT06-G-0...
The bond behaviour of prestressing strands in precast pretensioned concrete members, and its transmi...
An experimental research addressing the effects of concrete composition and strength on anchorage bo...
Over the last few decades pretensioned, prestressed concrete has become very common in structural ap...
One of the most important features in design of pretensioned concrete elements is the determination ...
The studies on the transmission length over which the prestressing force is fully transmitted to th...
[EN] This paper examines the effect of concrete compressive strength on the transfer length of prest...
Adequate transmission of prestressing forces into the concrete in prestressed-concrete (PC) members ...
An experimental investigation to determine the transfer length of a seven-wire prestressing strand ...
This research examines the relationship between concrete compressive strength and strand bond. The g...
[EN] Fifty seven prestressed concrete beams were fabricated at the University of Arkansas (UA) to de...
A study was conducted to determine the effect of different concrete properties and prestressing stee...
Corrosion in pre-tensioned members causes loss of prestressing and worsening of strand mechanical ch...
The determination of correct transmission length is one of the most important features when designin...
[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges....
015374362014Final ReportPDFTech ReportNUTC R277NUTC R319Project #00034694Project #00040985DTRT06-G-0...