scholarly journals A design and construction method of precast prestressed concrete slabs for rational plate girder bridges.

2001 ◽  
pp. 33-45
Author(s):  
Hideki SONE ◽  
Ippei NAKAMURA ◽  
Shigeyuki MATSUI ◽  
Toshio HORIKAWA ◽  
Hirofumi TAKENAKA ◽  
...  
1988 ◽  
Vol 26 (4) ◽  
pp. 59-66
Author(s):  
O. Torii ◽  
M. Kanamori ◽  
T. Satoh ◽  
H. Nagasawa

PCI Journal ◽  
1996 ◽  
Vol 41 (4) ◽  
pp. 96-113 ◽  
Author(s):  
Ahmed EI-Remaily ◽  
Maher K. Tadros ◽  
Takashi Yamane ◽  
Gary Krause

2015 ◽  
Vol 1119 ◽  
pp. 716-720 ◽  
Author(s):  
Kyung Joon Shin ◽  
Yun Yong Kim ◽  
Hwan Woo Lee

Prestressed concrete girder bridges are one of the most widely used bridges in the world because of their excellent construction feasibility, economic efficiency, serviceability, and safety. In certain situations, however, the prestressing tendon is supposed to be bent locally, and this leads to the loss of prestress force. This kind of prestress loss is not considered in the design and construction processes. This study shows that prestress loss occurs at the locally bent tendon, and that a 2% maximum of prestress loss occurs at the locally bent tendon, due to eccentricity.


1988 ◽  
pp. 93-101
Author(s):  
Eiichi WATANABE ◽  
Keiichi HAYASHI ◽  
Hirofumi TAKENAKA ◽  
Hiroshi NAKAI

PCI Journal ◽  
2013 ◽  
Vol 58 (4) ◽  
pp. 68-80
Author(s):  
Richard Brice ◽  
Stephen J. Seguirant ◽  
Bijan Khaleghi

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