scholarly journals Evaluation Method of Deformation Capacity Related to Damage Conditions for Reinforced Concrete Members.

2001 ◽  
pp. 31-45 ◽  
Author(s):  
Tadatomo WATANABE ◽  
Yukihiro TANIMURA ◽  
Masayuki TAKIGUTI ◽  
Tsutomu SATO
2009 ◽  
Vol 65 (4) ◽  
pp. 490-507
Author(s):  
Tatsuya NIHEI ◽  
Tadatomo WATANABE ◽  
Kazushi TAKIMOTO ◽  
Terukatsu SASAYA ◽  
Satoshi TSUCHIYA ◽  
...  

2002 ◽  
pp. 173-190
Author(s):  
Yukihiro TANIMURA ◽  
Tadatomo WATANABE ◽  
Masayuki TAKIGUCHI ◽  
Tsutomu SATO

10.1617/13564 ◽  
2005 ◽  
Vol 34 (236) ◽  
pp. 119-125
Author(s):  
G. Creazza

2012 ◽  
Vol 455-456 ◽  
pp. 1079-1083
Author(s):  
Wei Jun Yang ◽  
Hong Jia Huang ◽  
Wen Yu Jiang ◽  
Yi Bin Peng

Shantou atmospheric salt-fog environment is simulated with the comprehensive salt spray test chamber. By using reinforced concrete short beams under different water-cement radio, different corrosion time, the inclined section degradation rules of the corrosive reinforced concrete members are researched for establishing shear capacity of short beam formulas in salt-fog environment.


2010 ◽  
Vol 163-167 ◽  
pp. 1574-1577 ◽  
Author(s):  
Tong Feng Zhao ◽  
Hong Nan Li ◽  
Jia Huan Yu

Moment-deformation curves of square steel tube filled with steel reinforced concrete subjected to bending load were simulated by the ABAQUS software. Calculated and experimental curves agreed well with each other. Through studying further the calculated member, the behavior of materials subjected to moment is given. Finally, flexural capacity formula of square steel tube filled with cross steel reinforced concrete is proposed.


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