Numerical investigation on the shear behavior of prestressed concrete beams with small rectangular openings

2020 ◽  
Author(s):  
Jia‐Bin Ye ◽  
Jian Cai ◽  
Zhi‐Liang Zuo ◽  
Qing‐Jun Chen ◽  
Xu‐Lin Tang ◽  
...  
Keyword(s):  
Numerical Investigation ◽  
Prestressed Concrete ◽  
Concrete Beams ◽  
Shear Behavior

Effect of Steel Fibers on Shear Behavior of Prestressed Concrete Beams

2010 ◽  
Author(s):  
Padmanabha Rao Tadepalli ◽  
Hemant B. Dhonde ◽  
Arghadeep Laskar ◽  
Y. L. Mo ◽  
Thomas T. C. Hsu
Keyword(s):  
Prestressed Concrete ◽  
Concrete Beams ◽  
Shear Behavior ◽  
Steel Fibers

Numerical investigation of the shear behavior of reinforced ultra-high-performance concrete beams

2017 ◽  
Vol 19 (1) ◽  
pp. 305-317 ◽  
Author(s):  
Sifatullah Bahij ◽  
Saheed K. Adekunle ◽  
Mohammed Al-Osta ◽  
Shamsad Ahmad ◽  
Salah U. Al-Dulaijan ◽  
...  
Keyword(s):  
Numerical Investigation ◽  
High Performance ◽  
High Performance Concrete ◽  
Concrete Beams ◽  
Shear Behavior ◽  
Ultra High Performance Concrete

Shear Behavior of Externally Prestressed Concrete Beams with Draped Tendons

2016 ◽  
Vol 113 (4) ◽  
Author(s):  
Jia-Nan Qi ◽  
Jing-Quan Wang ◽  
Zhongguo John ◽  
Teng Tong
Keyword(s):  
Prestressed Concrete ◽  
Concrete Beams ◽  
Shear Behavior

Shear Behavior of Corroded Post-Tensioned Prestressed Concrete Beams with Full/Insufficient Grouting

2020 ◽  
Vol 24 (6) ◽  
pp. 1881-1892
Author(s):  
Lei Wang ◽  
Zhuo Hu ◽  
Ju Yi ◽  
Lizhao Dai ◽  
Yafei Ma ◽  
...  
Keyword(s):  
Prestressed Concrete ◽  
Concrete Beams ◽  
Shear Behavior ◽  
Post Tensioned

Shear Behavior of CFRP Prestressed Concrete Beams without Stirrups

2011 ◽  
Vol 266 ◽  
pp. 126-129 ◽  
Author(s):  
Zuo Hu Wang ◽  
Xiu Li Du ◽  
Jing Bo Liu
Keyword(s):  
Prestressed Concrete ◽  
Failure Modes ◽  
Shear Failure ◽  
Concrete Beams ◽  
Shear Behavior ◽  
Shear Capacity ◽  
Shear Span ◽  
Compression Failure ◽  
Concrete Members ◽  
Prestressed Beams

Five beams were tested up to failure to study the shear behavior of concrete beams prestressed with fiber reinforced polymer (FRP). Different factors were taken into consideration: the type of prestressing tendons and the shear span ratio. The shear failure modes and the influence of different factors on shear behavior were investigated in details. The test results showed that FRP prestressed beams without stirrups had two shear failure modes: diagonal compression failure and shear compression failure; the shear span ratio was the most important factor to determine the failure mode and shear capacity of the prestressed beams. The shear capacity of concrete members prestressed with FRP tendons was lower than that of concrete beams prestressed with steel cables.

Flexure-Shear Behavior of Hybrid Fiber-Reinforced Prestressed Concrete Beams

2020 ◽  
Vol 117 (1) ◽  
Author(s):  
Suhas S. Joshi ◽  
Nikesh Thammishetti ◽  
S. Suriya Prakash
Keyword(s):  
Prestressed Concrete ◽  
Concrete Beams ◽  
Shear Behavior ◽  
Fiber Reinforced ◽  
Hybrid Fiber

An Investigation on Shear Behavior of Prestressed Concrete Beams Cast by Fiber Reinforced Concrete

2018 ◽  
Vol 43 (10) ◽  
pp. 5605-5613 ◽  
Author(s):  
Hajrah Nosheen ◽  
Liaqat A. Qureshi ◽  
M. Fiaz Tahir ◽  
M. Usman Rashid
Keyword(s):  
Reinforced Concrete ◽  
Prestressed Concrete ◽  
Concrete Beams ◽  
Shear Behavior ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced
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