Experimental Study of Normal- and High-Strength Concrete Confined with Fiber-Reinforced Polymers

2010 ◽  
Vol 14 (5) ◽  
pp. 553-561 ◽  
Author(s):  
C. Cui ◽  
S. A. Sheikh
Keyword(s):  
Experimental Study ◽  
High Strength Concrete ◽  
High Strength ◽  
Fiber Reinforced Polymers ◽  
Fiber Reinforced ◽  
Reinforced Polymers ◽  
Strength Concrete

An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading

2013 ◽  
Vol 57 ◽  
pp. 565-577 ◽  
Author(s):  
Karen E. Caballero-Morrison ◽  
J.L. Bonet ◽  
Juan Navarro-Gregori ◽  
Pedro Serna-Ros
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
High Strength Concrete ◽  
Steel Fiber ◽  
High Strength ◽  
Fiber Reinforced ◽  
Strength Concrete ◽  
Slender Columns

High-Strength Concrete Structure Strengthened with CFRP: Experimental Study and Nonlinear FE Analysis

2011 ◽  
Vol 255-260 ◽  
pp. 3087-3090
Author(s):  
Hong Hai ◽  
Ying Hua Zhao ◽  
Li Ye Sun
Keyword(s):  
Experimental Study ◽  
Failure Mode ◽  
Concrete Structure ◽  
High Strength Concrete ◽  
High Strength ◽  
Fe Analysis ◽  
Fiber Reinforced ◽  
Concrete Member ◽  
Strength Concrete ◽  
Nonlinear Fe Analysis

This paper deals with high-strength concrete structure with carbon fiber reinforced plastic (CFRP) strips bonded to the shear face. The first part deals with an experimental study. The fiber reinforced plastics strengthened concrete member test presents a failure mode with debonding of the external CFRP strips from the concrete member. The second part deals with a nonlinear FE analysis with LS-DYNA . Considering of the adhesive layer, explicit finite element is used for simulating the shear failure of CFRP-strengthened concrete, obtain the whole process of structure deformation development and describe the conformation and development of crack and the failure mode. The FE results are compared with the experimental results.

Experimental Study on the Max Crack Width of Steel Fiber Reinforced High-Strength Concrete Beams

2016 ◽  
Vol 851 ◽  
pp. 798-802
Author(s):  
Qiao Yan Guan ◽  
Juan Wang ◽  
Ming En Zhang
Keyword(s):  
Experimental Study ◽  
High Strength Concrete ◽  
Crack Width ◽  
Steel Fiber ◽  
Concrete Beams ◽  
Volume Fraction ◽  
High Strength ◽  
Fiber Reinforced ◽  
Strength Concrete ◽  
Maximum Crack

The effect of volume fraction of steel fiber and the strength of reinforcement on the maximum crack width of steel fiber reinforced high-strength concrete beams was analyzed based on experimental results. In addition, the formula to calculate the maximum crack width of steel fiber-reinforced high-strength concrete beams was established.

Loading rate effect on fracture behavior of fiber reinforced high strength concrete using a semi-circular bending test

2020 ◽  
Vol 240 ◽  
pp. 117681
Author(s):  
Mehran Aziminezhad ◽  
Sahand Mardi ◽  
Pouria Hajikarimi ◽  
Fereidoon Moghadas Nejad ◽  
Amir H. Gandomi
Keyword(s):  
High Strength Concrete ◽  
Fracture Behavior ◽  
Loading Rate ◽  
High Strength ◽  
Rate Effect ◽  
Bending Test ◽  
Fiber Reinforced ◽  
Strength Concrete

Flexural behavior of partially fiber-reinforced high-strength concrete beams reinforced with FRP bars

2018 ◽  
Vol 161 ◽  
pp. 587-597 ◽  
Author(s):  
Haitang Zhu ◽  
Shengzhao Cheng ◽  
Danying Gao ◽  
Sheikh M. Neaz ◽  
Chuanchuan Li
Keyword(s):  
High Strength Concrete ◽  
Concrete Beams ◽  
High Strength ◽  
Flexural Behavior ◽  
Fiber Reinforced ◽  
Strength Concrete ◽  
Frp Bars
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