Element size effects in nonlinear analysis of reinforced concrete members

1997 ◽  
Vol 62 (2) ◽  
pp. 339-352 ◽  
Author(s):  
M.A. Shayanfar ◽  
A. Kheyroddin ◽  
M.S. Mirza
Keyword(s):  
Reinforced Concrete ◽  
Nonlinear Analysis ◽  
Size Effects ◽  
Concrete Members ◽  
Element Size

scholarly journals Nonlinear Analysis of Torsion in Reinforced Concrete Members after Developing Initial Crack

2016 ◽  
Vol 9 (7) ◽  
Author(s):  
Mojtaba Hosseini ◽  
Hamid Reza Ashrafi ◽  
Peyman Beiranvand ◽  
Behzad Ghanbari
Keyword(s):  
Reinforced Concrete ◽  
Nonlinear Analysis ◽  
Initial Crack ◽  
Concrete Members

The Experimental Study on the Size Effects of Reinforced Concrete Members with Eccentrical Compression

2012 ◽  
Vol 166-169 ◽  
pp. 1793-1796
Author(s):  
Fan Feng ◽  
Jun Zhao ◽  
Aizhen Lu
Keyword(s):  
Reinforced Concrete ◽  
Size Effects ◽  
Strain Distribution ◽  
Ultimate Load ◽  
Load Capacity ◽  
Plane Section ◽  
Ultimate Load Capacity ◽  
Cross Sectional ◽  
Concrete Members ◽  
Better Than

The size effects of reinforced concrete members with eccentrical compression are experimentally studied, using two sizes of specimens which side lengths of cross-section are 200mm and 400mm, respectively, under the conditions in which e0/h0=0.6. It shows that, with the increase of the size of the specimen, the ultimate load capacity of the specimen decreases, relative to the calculated values; cross-sectional strain distribution of smaller specimens matches plane-section assumption better than larger-sized specimen’s.

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