Experimental study of strand splice connections in UHPC for continuous precast prestressed concrete bridges

2017 ◽  
Vol 133 ◽  
pp. 81-90 ◽  
Author(s):  
L.F. Maya ◽  
B. Graybeal
Keyword(s):  
Experimental Study ◽  
Prestressed Concrete ◽  
Concrete Bridges ◽  
Prestressed Concrete Bridges ◽  
Precast Prestressed Concrete

scholarly journals Application of Large Prestress Strands in Precast/Prestressed Concrete Bridges

2020 ◽  
Vol 6 (1) ◽  
pp. 130-141
Author(s):  
Amin K Akhnoukh
Keyword(s):  
Prestressed Concrete ◽  
High Performance ◽  
High Performance Concrete ◽  
Large Diameter ◽  
Concrete Bridges ◽  
Bridge Construction ◽  
Prestressed Concrete Bridges ◽  
Research Findings ◽  
Flexure Capacity ◽  
Precast Prestressed Concrete

The objective of this research is to investigate the advantage of using large-diameter 0.7-inch (18 mm) strands in pretention applications. Large-diameter strands are advantageous in bridge construction due to the increased girders capacity required to sustain exponential increase in vehicle numbers, sizes, and weights. In this research, flexure capacity of girders fabricated using 0.7-inch (18 mm) diameter strands will be calculated and compared to bridge capacities constructed using smaller strands. Finally, two similar bridge sections will be designed using 0.6-inch (15 mm) and 0.7-inch (18 mm) diameter strands to quantify the structural advantages of increased strand diameter. The research findings showed that a smaller number of girders is required for bridge construction when larger strands are used. Four girders are required to design the bridge panel using high performance concrete and large diameter strands, as compared to 6 girders required when regular concrete mix designs and normal size strands are used. The advantages of large strands and high-performance concrete mixes include expedited construction, reduced project dead loads, and reduced demand for labor and equipment. Thus, large strands can partially contribute to the improvement of bridge conditions, minimize construction cost, and increase construction site safety.

Short to Medium Span Precast Prestressed Concrete Bridges in Japan

PCI Journal ◽  
1994 ◽  
Vol 39 (2) ◽  
pp. 74-100 ◽  
Author(s):  
Takashi Yamane ◽  
Maher K. Tadros ◽  
P. Arumugasaamy
Keyword(s):  
Prestressed Concrete ◽  
Concrete Bridges ◽  
Prestressed Concrete Bridges ◽  
Precast Prestressed Concrete

STATE OF THE ART FOR LONG SPAN PRESTRESSED CONCRETE BRIDGES OF SEGMENTAL CONSTRUCTION

PCI Journal ◽  
1971 ◽  
Vol 16 (5) ◽  
pp. 53-77 ◽  
Author(s):  
Geoffrey C. Lacey ◽  
John E. Breen ◽  
Ned H. Burns
Keyword(s):  
Prestressed Concrete ◽  
State Of The Art ◽  
Concrete Bridges ◽  
Prestressed Concrete Bridges ◽  
Long Span

Analysis and Design of Partially Prestressed Concrete Bridges Under Thermal Loading

PCI Journal ◽  
1984 ◽  
Vol 29 (3) ◽  
pp. 94-115 ◽  
Author(s):  
N. Cooke ◽  
M. J. N. Priestley ◽  
S. J. Thurston
Keyword(s):  
Prestressed Concrete ◽  
Thermal Loading ◽  
Concrete Bridges ◽  
Analysis And Design ◽  
Prestressed Concrete Bridges

REMEDIAL MEASURES FOR CRACKED WEBS OF PRESTRESSED CONCRETE BRIDGES

PCI Journal ◽  
1974 ◽  
Vol 19 (4) ◽  
pp. 76-85 ◽  
Author(s):  
Walter H. Dilger ◽  
Amin Ghali
Keyword(s):  
Prestressed Concrete ◽  
Concrete Bridges ◽  
Remedial Measures ◽  
Prestressed Concrete Bridges
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