Experimental study on flexural performance of reinforced concrete beams subjected to different plate strengthening

2017 ◽  
Vol 176 ◽  
pp. 565-581 ◽  
Author(s):  
Rongxiong Gao ◽  
Qi Cao ◽  
Fangjie Hu ◽  
Zeyu Gao ◽  
Fengyang Li
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Flexural Performance

scholarly journals Experimental Study of Flexural Performance of Reinforced Concrete Beams and Hybrid Beams

2018 ◽  
Vol 134 (1) ◽  
pp. 244-247
Author(s):  
F. Aydın ◽  
A. Sarıbıyık ◽  
M. Sarıbıyık ◽  
M. Ipek
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
Flexural Performance ◽  
Hybrid Beams

Flexural Performance of Reinforced Concrete Built-up Beams with SIFCON

2020 ◽  
Vol 38 (5A) ◽  
pp. 669-680
Author(s):  
Ghazwan K. Mohammed ◽  
Kaiss F. Sarsam ◽  
Ikbal N. Gorgis
Keyword(s):  
Reinforced Concrete ◽  
Ultimate Load ◽  
Concrete Beams ◽  
Steel Fibers ◽  
Reinforced Concrete Beams ◽  
Load Carrying Capacity ◽  
Conventional Concrete ◽  
Flexural Performance ◽  
Load Carrying ◽  
Fiber Concrete

The study deals with the effect of using Slurry infiltrated fiber concrete (SIFCON) with the reinforced concrete beams to explore its enhancement to the flexural capacity. The experimental work consists of the casting of six beams, two beams were fully cast by conventional concrete (CC) and SIFCON, as references. While the remaining was made by contributing a layer of SIFCON diverse in-depth and position, towards complete the overall depths of the built-up beam with conventional concrete CC. Also, an investigation was done through the control specimens testing about the mechanical properties of SIFCON. The results showed a stiffer behavior with a significant increase in load-carrying capacity when SIFCON used in tension zones. Otherwise high ductility and energy dissipation appeared when SIFCON placed in compression zones with a slight increment in ultimate load. The high volumetric ratio of steel fibers enabled SIFCON to magnificent tensile properties.

scholarly journals Experimental Study on Crack Characteristics of Damaged Reinforced Concrete Beams strengthened with CFRP

2021 ◽  
Vol 787 (1) ◽  
pp. 012096
Author(s):  
Junhao Huang ◽  
Yongjiu Qian ◽  
Huaping Yang ◽  
Jing Li ◽  
Xingwei Pan
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams

Flexural performance of layered PET fiber reinforced concrete beams

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 55-67
Author(s):  
Omar Khalid Ali ◽  
Abdulkader Ismail Al-Hadithi ◽  
Ahmed Tareq Noaman
Keyword(s):  
Reinforced Concrete ◽  
Concrete Beams ◽  
Fiber Reinforced Concrete ◽  
Reinforced Concrete Beams ◽  
Fiber Reinforced ◽  
Flexural Performance
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