Experimental study on size effect of normal section ultimate strength calculation of RC free beams

Author(s):  
Hongyu Zhou ◽  
Qian Zhou
Author(s):  
Huasheng Lin ◽  
Joung Oh ◽  
Ismet Canbulat ◽  
Bruce Hebblewhite ◽  
Hossein Masoumi ◽  
...  

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 2996-3012
Author(s):  
Hongyuan Zhou ◽  
Houzhan Zhou ◽  
Xiaojuan Wang ◽  
Wanlin Cao ◽  
Tianyi Song ◽  
...  

1995 ◽  
pp. 89-99
Author(s):  
Hiroshi Nakai ◽  
Toshiyuki Kitada ◽  
Masashi Kunihiro ◽  
Yoshio Maegawa ◽  
Noburu Kawauchi

2013 ◽  
Vol 351-352 ◽  
pp. 422-426
Author(s):  
Yong Ping Xie ◽  
Lei Jia ◽  
Gang Sun

With the development of modern constructional technique, more attention on the size effect is paid by academics and engineers. The normal section bearing capacity of Reinforced Concrete Column is analyzed by eccentrically compressed theory firstly. The size effect on normal section bearing capacity of reinforced concrete column is obtained by theoretical analysis and experimental summary. The size effect formula of concrete compressive strength is proposed. Finally, a research thinking of size effect on bearing capacity is suggested.


2013 ◽  
Vol 405-408 ◽  
pp. 952-957
Author(s):  
Ying Zi Yin ◽  
Yan Zhang ◽  
Gen Tian Zhao

Abstract:In order to study Force Performance of new column, the paper describes and presents the results of nine stub-column tests performed on partially encased composite columns made with welded H-section steel. The test studies effect of column about ultimate strength in s steel ratio, wide-thickness ratio of wing, Space of Horizontal bar. Through anglicizing, ultimate strength of short column under axial compression in different steel ratio; influenced factors of ultimate strength of short column and directly effected column about ultimate strength.


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