Transfer length in full-scale pretensioned concrete beams with 1.4 m and 2.4 m section depths

2018 ◽  
Vol 171 ◽  
pp. 433-444 ◽  
Author(s):  
Jun-Mo Yang ◽  
Jin-Kook Kim ◽  
Doo-Yeol Yoo
Keyword(s):  
Concrete Beams ◽  
Full Scale ◽  
Transfer Length ◽  
Pretensioned Concrete

Experimental Evaluation of Transfer Length in Pretensioned Concrete Beams Using 2,400-MPa Prestressed Strands

2016 ◽  
Vol 142 (11) ◽  
pp. 04016088 ◽  
Author(s):  
Jin Kook Kim ◽  
Jun Mo Yang ◽  
Hong Jae Yim
Keyword(s):  
Experimental Evaluation ◽  
Concrete Beams ◽  
Transfer Length ◽  
Pretensioned Concrete

Transfer Length of Carbon Fiber Rods in Precast Pretensioned Concrete Beams

PCI Journal ◽  
1997 ◽  
Vol 42 (5) ◽  
pp. 78-87 ◽  
Author(s):  
Khaled A. Soudki ◽  
Mark F. Green ◽  
Floyd D. Clapp
Keyword(s):  
Carbon Fiber ◽  
Concrete Beams ◽  
Transfer Length ◽  
Pretensioned Concrete

An Investigation of Transfer Length In Pretensioned Concrete Using Photoelasticity

PCI Journal ◽  
1963 ◽  
Vol 8 (4) ◽  
pp. 13-30 ◽  
Author(s):  
Don A. Linger ◽  
Suryaji R. Bhonsle
Keyword(s):  
Transfer Length ◽  
Pretensioned Concrete

High-cycle fatigue tests of pretensioned concrete beams

PCI Journal ◽  
2022 ◽  
Vol 67 (1) ◽  
Author(s):  
Jörn Remitz ◽  
Martin Empelmann
Keyword(s):  
Fatigue Life ◽  
High Cycle Fatigue ◽  
Concrete Beams ◽  
Fatigue Behavior ◽  
Fatigue Tests ◽  
Design Methods ◽  
Test Results ◽  
Cycle Fatigue ◽  
Pretensioned Concrete ◽  
Current Design

Pretensioned concrete beams are widely used as bridge girders for simply supported bridges. Understanding the fatigue behavior of such beams is very important for design and construction to prevent fatigue failure. The fatigue behavior of pretensioned concrete beams is mainly influenced by the fatigue of the prestressing strands. The evaluation of previous test results from the literature indicated a reduced fatigue life in the long-life region compared with current design methods and specifications. Therefore, nine additional high-cycle fatigue tests were conducted on pretensioned concrete beams with strand stress ranges of about 100 MPa (14.5 ksi). The test results confirmed that current design methods and specifications overestimate the fatigue life of embedded strands in pretensioned concrete beams.

Analysis of transfer length for prestressed FRP tendons in pretensioned concrete using composite beam theory

2019 ◽  
Vol 208 ◽  
pp. 665-677 ◽  
Author(s):  
Xin Sha ◽  
James S. Davidson
Keyword(s):  
Composite Beam ◽  
Beam Theory ◽  
Transfer Length ◽  
Pretensioned Concrete

Prestress losses in pretensioned concrete beams cast with lightweight self-consolidating concrete

Structures ◽  
2015 ◽  
Vol 2 ◽  
pp. 50-57 ◽  
Author(s):  
Jared C. Bymaster ◽  
Canh N. Dang ◽  
Royce W. Floyd ◽  
W. Micah Hale
Keyword(s):  
Concrete Beams ◽  
Prestress Losses ◽  
Self Consolidating Concrete ◽  
Pretensioned Concrete

Ultimate and fatigue response of shear dominated full-scale pretensioned concrete box girders

2006 ◽  
Vol 23 (4) ◽  
pp. 353-367
Author(s):  
M. Saiid Saiidi ◽  
Anita Bush
Keyword(s):  
Full Scale ◽  
Box Girders ◽  
Pretensioned Concrete

Flexural behaviour of pretensioned concrete beams with limited prestress

1973 ◽  
Vol 8 (2) ◽  
pp. 179-185 ◽  
Author(s):  
N. Krishna Raju ◽  
B.S. Basavarajaiah ◽  
U.C. Ahamed Kutty
Keyword(s):  
Concrete Beams ◽  
Flexural Behaviour ◽  
Pretensioned Concrete

MOMENT-DEFORMATION CHARACTERISTICS OF PRETENSIONED CONCRETE BEAMS SUBJECT TO FLUCTUATING LOADS

PCI Journal ◽  
1969 ◽  
Vol 14 (4) ◽  
pp. 62-74
Author(s):  
D. D. O. Paranagama ◽  
A. D. Edwards
Keyword(s):  
Concrete Beams ◽  
Deformation Characteristics ◽  
Pretensioned Concrete
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