Static and Fatigue Behavior of Pretensioned Composite Bridge Girders Made with High Strength Concrete

PCI Journal ◽  
1993 ◽  
Vol 38 (3) ◽  
pp. 116-128 ◽  
Author(s):  
Bruce W. Russell ◽  
Ned H. Burns
Keyword(s):  
High Strength Concrete ◽  
Fatigue Behavior ◽  
High Strength ◽  
Bridge Girders ◽  
Strength Concrete ◽  
Composite Bridge

High-strength concrete applications to prestressed bridge girders

1998 ◽  
Vol 12 (2-3) ◽  
pp. 105-113 ◽  
Author(s):  
Catherine French ◽  
Alireza Mokhtarzadeh ◽  
Tess Ahlborn ◽  
Roberto Leon
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Bridge Girders ◽  
Strength Concrete ◽  
Prestressed Bridge Girders

Performance of Prestressed High Strength Concrete Bridge Girders

PCI Journal ◽  
1993 ◽  
Vol 38 (3) ◽  
pp. 34-45 ◽  
Author(s):  
John J. Roller ◽  
Barney T. Martin ◽  
Henry G. Russell ◽  
Robert N. Bruce
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Bridge Girders ◽  
Concrete Bridge ◽  
Strength Concrete

Thermal Fatigue Performance of Steel Fiber Reinforced Polymer High Strength Concrete

2012 ◽  
Vol 174-177 ◽  
pp. 1060-1066
Author(s):  
Hai Yang Wang ◽  
Pei Yan Huang ◽  
Xiao Hong Zheng ◽  
Xin Yan Guo
Keyword(s):  
Thermal Fatigue ◽  
High Strength Concrete ◽  
Steel Fiber ◽  
Fatigue Behavior ◽  
High Strength ◽  
Fatigue Performance ◽  
Fiber Reinforced Polymer ◽  
Fiber Reinforced ◽  
Strength Concrete ◽  
Reinforced Polymer

To discover the fatigue behavior and durability of the new type fiber concrete named “steel fiber reinforced polymer high strength concrete (SFPHC)”, considering climatic conditions in Guangdong Province, using research method of theoretical analysis combined with experimental study, thermal fatigue behavior of SFPHC used in bridge superstructure in three different temperatures (20°C，50°C，80°C) is discussed and compared with concrete C60 which has similar static mechanical properties at room temperature. The results show that the thermal fatigue performance of SFPHC can be described effectively with the proposed computing formula, and the fatigue performance has been greatly enhanced compared with the C60 concrete.

scholarly journals Long-Term Performance of Prestressed, Pretensioned High Strength Concrete Bridge Girders

PCI Journal ◽  
1995 ◽  
Vol 40 (6) ◽  
pp. 48-59 ◽  
Author(s):  
John J. Roller ◽  
Henry G. Russell ◽  
Robert N. Bruce ◽  
Barney T. Martin
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Bridge Girders ◽  
Concrete Bridge ◽  
Strength Concrete ◽  
Long Term Performance ◽  
Term Performance
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