Abstract: One of the structural systems that are widely used nowadays is post tensioning concrete slabs with special shaped dead end (H-anchorage dead end). The special shaped dead end is formed by using a certain hydraulic jack that enables the shaping of an easy shaped and economic dead end. This paper presents an experimental work to assess the development length of 15 mm (0.6 in) diameter prestressing strand with special shaped dead in concrete slabs with 48 MPa concrete compressive strength. The experimental program included three specimens with 750 mm, 900 mm and 1050 mm length with constant specimen width and thickness 300 mm and 200 mm respectively. From the experimental test results and the analyzed data it was concluded that the d...
1995PDFTech ReportGross, Shawn P.Burns, Ned H.University of Texas at Austin. Center for Transportati...
This research examines the relationship between concrete compressive strength and strand bond. The g...
[EN] The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands has advantages over 0.5 and...
The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands in construction is slow regardle...
[EN] Fifty seven prestressed concrete beams were fabricated at the University of Arkansas (UA) to de...
1999Research ReportPDFTech ReportRR-1388-1Research Study 0-1388AnchoragesBeamsBridgesCablesDebonding...
[EN] Development length of prestressing strands is a significant parameter in the design of pretensi...
The implementation of 0.7 in. (17.8 mm), Grade 270 (1860), low-relaxation prestressing strands in co...
[EN] The use of 0.7 in. (18 mm) diameter strands for pretensioned concrete girders is advantageous w...
[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges....
Over the last few decades pretensioned, prestressed concrete has become very common in structural ap...
The studies on the transmission length over which the prestressing force is fully transmitted to th...
The effect of a number of variables upon prestress anchorage length was investigated. The end zones ...
One of the innovative structural techniques is post-tensioning members with H-anchorage dead end (on...
[EN] This paper examines the effect of concrete compressive strength on the transfer length of prest...
1995PDFTech ReportGross, Shawn P.Burns, Ned H.University of Texas at Austin. Center for Transportati...
This research examines the relationship between concrete compressive strength and strand bond. The g...
[EN] The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands has advantages over 0.5 and...
The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands in construction is slow regardle...
[EN] Fifty seven prestressed concrete beams were fabricated at the University of Arkansas (UA) to de...
1999Research ReportPDFTech ReportRR-1388-1Research Study 0-1388AnchoragesBeamsBridgesCablesDebonding...
[EN] Development length of prestressing strands is a significant parameter in the design of pretensi...
The implementation of 0.7 in. (17.8 mm), Grade 270 (1860), low-relaxation prestressing strands in co...
[EN] The use of 0.7 in. (18 mm) diameter strands for pretensioned concrete girders is advantageous w...
[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges....
Over the last few decades pretensioned, prestressed concrete has become very common in structural ap...
The studies on the transmission length over which the prestressing force is fully transmitted to th...
The effect of a number of variables upon prestress anchorage length was investigated. The end zones ...
One of the innovative structural techniques is post-tensioning members with H-anchorage dead end (on...
[EN] This paper examines the effect of concrete compressive strength on the transfer length of prest...
1995PDFTech ReportGross, Shawn P.Burns, Ned H.University of Texas at Austin. Center for Transportati...
This research examines the relationship between concrete compressive strength and strand bond. The g...
[EN] The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands has advantages over 0.5 and...