scholarly journals Experimental Study on the Axial Compression Behavior of Short Columns of Steel-Fiber-Reinforced Recycled Aggregate Concrete

2021 ◽  
Vol 17 (5) ◽  
pp. 1129-1142
Author(s):  
Chunyang Liu ◽  
Jia Xu ◽  
Yifan Gu ◽  
Ruofan Shi
Keyword(s):  
Experimental Study ◽  
Axial Compression ◽  
Steel Fiber ◽  
Recycled Aggregate Concrete ◽  
Recycled Aggregate ◽  
Fiber Reinforced ◽  
Compression Behavior ◽  
Aggregate Concrete ◽  
Short Columns

Compressive stress–strain behavior of steel fiber reinforced-recycled aggregate concrete

2014 ◽  
Vol 46 ◽  
pp. 65-72 ◽  
Author(s):  
Jodilson Amorim Carneiro ◽  
Paulo Roberto Lopes Lima ◽  
Mônica Batista Leite ◽  
Romildo Dias Toledo Filho
Keyword(s):  
Compressive Stress ◽  
Steel Fiber ◽  
Recycled Aggregate Concrete ◽  
Recycled Aggregate ◽  
Fiber Reinforced ◽  
Stress Strain ◽  
Aggregate Concrete ◽  
Strain Behavior

Mechanical properties of steel fiber reinforced recycled aggregate concrete

2018 ◽  
Vol 20 (2) ◽  
pp. 745-755 ◽  
Author(s):  
Rakul Bharatwaj Ramesh ◽  
Olivia Mirza ◽  
Won‐Hee Kang
Keyword(s):  
Mechanical Properties ◽  
Steel Fiber ◽  
Recycled Aggregate Concrete ◽  
Recycled Aggregate ◽  
Fiber Reinforced ◽  
Aggregate Concrete

scholarly journals Flexural fatigue characteristics of steel fiber reinforced recycled aggregate concrete (SFRRAC)

2009 ◽  
Vol 7 (1) ◽  
pp. 19-33 ◽  
Author(s):  
M. Heeralal ◽  
Rathish Kumar ◽  
Y.V. Rao
Keyword(s):  
Steel Fiber ◽  
Research Work ◽  
Recycled Aggregate Concrete ◽  
Recycled Aggregate ◽  
Recycled Aggregates ◽  
Fiber Reinforced ◽  
Aggregate Concrete ◽  
Flexural Fatigue ◽  
Rigid Pavements ◽  
Structural Applications

This research work is aimed at investigating the flexural fatigue behavior of Steel Fiber Reinforced Recycled Aggregate Concrete (SFRRAC). This study gains importance in view of the wide potential for demolished concrete to serve as a source of quality aggregate feed stock in a variety of structural and non-structural applications. This is a continuation of a series of investigations being conducted aimed at optimizing the utilization of recycled aggregate concrete in rigid pavements. A total of 72 standard flexure specimens of 100mm x 100mm x 450mm were cast and tested for flexure under both static and fatigue loading. The parameters of the investigation included the different replacements of recycled aggregate in natural aggregate, presence of steel fiber and different stress levels. The study showed that the recycled aggregates can be used in rigid pavements also and the inclusion of fibers can benefit the fatigue performance of recycled aggregate concrete.

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