Experimental Study on Shear Strength of Synthetic Fiber Reinforced High Strength Concrete Containing Slag Aggregate

2019 ◽  
Author(s):  
Fouad T. Al Rikabi ◽  
Husam H. Hussein ◽  
Issam Khoury
Keyword(s):  
Experimental Study ◽  
Shear Strength ◽  
High Strength Concrete ◽  
High Strength ◽  
Synthetic Fiber ◽  
Fiber Reinforced ◽  
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.

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