scholarly journals EXPERIMENTAL STUDY ON SHEAR CA PACITY OF REINFORCED CONCRETE BEAMS OF SOLID CIRCULAR CROSS SECTION

2011 ◽  
Vol 67 (2) ◽  
pp. 200-212
Author(s):  
Ken WATANABE ◽  
Shunya OISHI ◽  
Moe YONEHANA ◽  
Junichiro NIWA
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Cross Section ◽  
Concrete Beams ◽  
Circular Cross Section ◽  
Reinforced Concrete Beams

Experimental Study on Reinforcement of Failure Reinforced Concrete Beams

2013 ◽  
Vol 275-277 ◽  
pp. 1264-1267
Author(s):  
Qian Chen ◽  
Ling Yong Liu ◽  
Yang Jun Meng
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Epoxy Resin ◽  
Cross Section ◽  
Concrete Beams ◽  
Experimental Results ◽  
Reinforced Concrete Beams ◽  
Carbon Cloth ◽  
Structural Failure

Through repair and reinforcement of breaking reinforced concrete beams by epoxy resin and carbon cloth, and its experiment, the crack and deformation and bearing capacity as well as ductility of such beams are obtained. Experimental results show that the ultimate bearing capacity of beams after reinforcement increased by 210%, the structure ductility fell by 170%, structural failure form is similar to failure in normal cross section.

Experimental Study on Reinforcement of Failure Reinforced Concrete Beams

2014 ◽  
Vol 578-579 ◽  
pp. 1266-1270
Author(s):  
Qiang Chen ◽  
Ling Yong Liu ◽  
Yang Jun Meng
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Epoxy Resin ◽  
Cross Section ◽  
Concrete Beams ◽  
Experimental Results ◽  
Reinforced Concrete Beams ◽  
Carbon Cloth ◽  
Structural Failure

Through repair and reinforcement of breaking reinforced concrete beams by epoxy resin and carbon cloth, and its experiment, the crack and deformation and bearing capacity as well as ductility of such beams are obtained. Experimental results show that the ultimate bearing capacity of beams after reinforcement increased by 210%, the structure ductility fell by 170%, structural failure form is similar to failure in normal cross section.

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
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