EXPERIMENTAL STUDY OF PRESTRESSED CONCRETE UNDER COMBINED TORSION, BENDING, AND SHEAR

PCI Journal ◽  
1973 ◽  
Vol 18 (5) ◽  
pp. 85-100 ◽  
Author(s):  
Arthur E. McMullen ◽  
H. Roger Woodhead
Author(s):  
Baoqun Wang ◽  
Dejin Xing ◽  
Chengyong Chen ◽  
Zhongnan Tian ◽  
Gangnian Xu

2016 ◽  
Vol 108 ◽  
pp. 1-11 ◽  
Author(s):  
Małgorzata Lachowicz ◽  
Krystyna Nagrodzka-Godycka

2013 ◽  
Vol 482 ◽  
pp. 66-69
Author(s):  
Bin Jia ◽  
Lei Fu ◽  
Yu Zhang ◽  
Yi Lu

Prestressed hollow slab strengthened with CFRP is a new reinforcement method. To study the effect on reinforcement through different carbon fiber paste volume and paste manner, we did the experimental study on flexural capacity under the secondary load conditions with prestressed concrete hollow slab commonly used in engineering. Meanwhile, we also did the contrast analysis of reinforcement effect on the old and new prestressed concrete hollow slab. The results showed that prestressed concrete hollow slab strengthened with CFRP could effectively improve the flexural capacity of the specimen, besides the capacity increasing of the old and new prestressed hollow slab is a little difference, but both of the new and old can meet the engineering design specifications.


2017 ◽  
Vol 171 ◽  
pp. 1165-1172 ◽  
Author(s):  
Yusuke Toyota ◽  
Takeshi Hirose ◽  
Syuichi Ono ◽  
Kazuhisa Shidara

2010 ◽  
Vol 163-167 ◽  
pp. 918-927
Author(s):  
Wei Liu ◽  
Zhen Fu Chen

Five different types of self-compacting unbonded prestressed concrete beams are designed to study the bearing properties of self-compacting prestressed concrete flexural members. And experimental studies are conducted on their cracking loads, flexural strengths, ductility of members and failure forms. The testing results provide references for design and establishing related codes of self-compacting prestressed concrete structures.


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