Comparative experimental study of full-scale H-subframe using a new industrialized building system and monolithic reinforced concrete beam-to-column connection

2012 ◽  
Vol 23 (8) ◽  
pp. 563-579 ◽  
Author(s):  
Mostafa Moghadasi ◽  
Abdul Kadir Marsono
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Full Scale ◽  
Building System

Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint

2018 ◽  
Vol 156 ◽  
pp. 68-81 ◽  
Author(s):  
Haishen Wang ◽  
Edoardo M. Marino ◽  
Peng Pan ◽  
Hang Liu ◽  
Xin Nie
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Column Joint

scholarly journals Effect of Stirrup Spacing and Polypropylene Fiber Ratio on Behavior of Reinforced Concrete Beams

2021 ◽  
Author(s):  
Alptuğ Ünal ◽  
Salih Cengiz ◽  
Mehmet Kamanlı
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Concrete Beam ◽  
Concrete Beams ◽  
Polypropylene Fiber ◽  
Reinforced Concrete Beam ◽  
Reinforced Concrete Beams ◽  
Beam Depth ◽  
Bending Capacity ◽  
Bending Mechanism

In this study, the effect of the change of stirrup ratio and polypropylene (PP) fiber ratio on the behavior of reinforced concrete beams was investigated. The variables of this study consisting of without stirrup, spacing up to 20 %, 40 % and 80 % of beam depth as stirrup spacing and 0.125 % and 0.500 % of the weight of reinforced concrete beam were used as PP fiber ratios. In the context of experimental study, 1/2 scaled 12 reinforced concrete beams were tested with 4-point bending mechanism. In the light of the obtained data, the load-displacement, stiffness and energy absorption graphs were plotted. The results were interpreted comparatively. According to the results, it is observed that the PP fiber additive significantly changed the behavior of the reinforced concrete beams, and the fiber effect decreased in proportion to the increase of the stirrup rate. It has been observed that the cracks spread more to the beam surfaces with the increase of PP fibers. In addition, the increase in the fiber ratio especially in the non-stirrup beams increases the bending capacity.

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